Bid Publish Date
07-Jun-2021, 3:24 pm
Bid End Date
05-Jul-2021, 11:00 pm
EMD
₹1,93,19,000
Value
₹1,83,19,00,000
Location
Progress
Tender Type
Open
Tender Fee
₹75,000
Tender Fee Exemption
No
EMD Exemption
No
Category
CIVIL
Public procurement opportunity for The issuing authority Request for Proposal (RFP) for Development of Smart Road Network in Bhagalpur with Operation & Maintenance for 5 (five) years under Smart City Mission on Item Rate basis. in BIHAR issued by. Submission Deadline: 05-07-2021 23: 00: 00. View full details and respond.
Processing Fee
₹5,900
Tender Currency
INR
Bid Currency
INR
Ranking Sequence
L1 Ranking
Estimated Value Visibility
Y
Bid To RA
No
Organization Hierarchy
Government of Bihar->Urban Development and Housing Department->Bhagalpur Smart City Limited
Approving Authority
MR. YOGESH KUMAR SAGAR (Managing Director Cum CEO)
Tender Creator
Mr Shubham Kumar (Chief Executive Officer)
Pre-Bid Meeting Start
14-06-2021 11:45:00
Pre-Bid Meeting End
14-06-2021 13:00:00
Pre-Bid Discussion Type
OFFLINE
Pre-Bid Venue
Conference Hall, Bhagalpur Smart City Limited.
| Type | Amount | Currency | Mode | Exemption |
|---|---|---|---|---|
| EMD | ₹1,93,19,000 | INR | Internet Payment Gateway(IPG),Challan|Bank Guarantee | No |
| Tender Fee | ₹75,000 | INR | Internet Payment Gateway(IPG),Challan| | No |
| Tender Processing Fee | ₹5,900 | INR | Internet Payment Gateway(IPG),Challan| | No |
a) Copies of original documents defining the constitution or legal status, place of registration, an
b) Total monetary value of construction work performed for each of the last five years.
c) Major items of construction equipment proposed to carry out the Contract (attached Annexure-I)
d) Qualifications and experience of key site management and technical personal proposed for Contract
e) Reports on the financial standing of the Bidder, such as profit and loss statements and auditor?s
f) Evidence of access to line (s) of credit and availability of other financial resources facilities
g) Undertaking that the bidder will be able to invest minimum cash up to 25% of contract value of wo
h) Authority to seek references from the Bidders? bankers;
i) Self-attested copy of information regarding any litigation, current or during the last five years
j) Proposals for sub-contracting components of the works amounting to more than 10 percent of the Bi
k) The proposed work programme and methodology of construction & Operation And maintenance for five
l) Any bidder debarred from work or blacklisted from any Govt/Semi Govt./Central PSU/State PSU will
4.4 Joint ventures are acceptable. Number of members in a Joint Venture shall not exceed three (3) i
(i) The Permanent account number (PAN) of Income Tax.
a) The contractor/firm must have achieved a minimum annual financial turnover equal to 50% of estima
b) The contractor/firm must have satisfactorily completed as a prime contractor (or as a nominated s
Construction of Highway / Road with culvert and 3.75 meter or more wide carriageway.
d) The contractor or his identified sub-contractor should possess required valid electrical licenses
e) The contractor or his identified sub-contractor should have executed any water supply/sanitary En
b) Availability of personnel/ service engineer for this work with adequate experience as required; a
c) Liquid assets and/or availability of credit facilities of no less than amount indicated in para 5
EPF, ESI & Labour license registration/undertaking
Scanned copy in pdf format of Bid Security (EMD),
GST and PAN
Five Years Audited Turnover 2015 to 2020
Five Years Income Tax Return 2015 to 2020
Work Experience as per RFP
Partnership Deed or Article of Association / Memorandum
All Undertakings as per RFP
All Affidavits as per RFP
All Power of Attorney as per RFP
Undertaking & Solvency Certificate
Any other documents to be uploaded (if required)
All descriptions and particulars mentioned in NIT and RFP to be read and accepted.
All descriptions, terms and conditions mentioned in NIT, RFP, Corrigendum, etc., must be complied.
All descriptions, terms and conditions mentioned in NIT, RFP, Corrigendum, etc., must be complied.
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NIT
NIT
Land Ports Authority of India
SITAMARHI, BIHAR
N/A
KOZHIKODE, KERALA
Uttar Pradesh Metro Rail Corporation Limited
KANPUR NAGAR, UTTAR PRADESH
Haryana Government
YAMUNANAGAR, HARYANA
Uttar Pradesh Metro Rail Corporation Limited
KANPUR NAGAR, UTTAR PRADESH
Tender Results
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Dismantling of Structures (Dismantling of Existing Structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P, scaffolding wherever necesssary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material wih all lifts and lead of 1000 metres.
Dismantling of Structures (Dismantling of Existing Structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P, scaffolding wherever necesssary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material wih all lifts and lead of 1000 metres.
Dismantling of Cement concrete pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
Dismantling of Cement concrete pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
Scarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and lead upto 1000 metres.
Scarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and lead upto 1000 metres.
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable & unserviceable materials separately - Bituminous courses
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable & unserviceable materials separately - Bituminous courses
Removing all types of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
Removing all types of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
Surface dressing (Providing & laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smmoth wheeled steel roller) - 13mm nominal size chipping
Surface dressing (Providing & laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smmoth wheeled steel roller) - 13mm nominal size chipping
Tack Coat - Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom.
Tack Coat - Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom.
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - for Grading-I ( 13 mm nominal size )
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - for Grading-I ( 13 mm nominal size )
Compacting original ground supporting sub-grade - Loosening the ground upto a level of 500 mm below sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction - Rolling with vibratory roller.
Compacting original ground supporting sub-grade - Loosening the ground upto a level of 500 mm below sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction - Rolling with vibratory roller.
Granular Sub-Base - Granular Sub-Base with close graded material (Table 400-1) - Plant Mix method - Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401 - For Grading-I material
Granular Sub-Base - Granular Sub-Base with close graded material (Table 400-1) - Plant Mix method - Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401 - For Grading-I material
Prime Coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
Prime Coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
Dry Lean Concrete (DLC) - Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing & curing).
Dry Lean Concrete (DLC) - Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing & curing).
Plain Quality Concrete - Providing & Laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to site of laying but excluding the cost of centering, shuttering and finishing and including retard setting of concrete improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement, durability as per direction of E-I-C - By using 360 kg/cum of cement per cum of concrete BMC / RMC
Plain Quality Concrete - Providing & Laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to site of laying but excluding the cost of centering, shuttering and finishing and including retard setting of concrete improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement, durability as per direction of E-I-C - By using 360 kg/cum of cement per cum of concrete BMC / RMC
Centering & shuttering including strutting, propping etc and removal of form for Edges of slabs and breaks in floors & walls - Above 20 cm wide
Centering & shuttering including strutting, propping etc and removal of form for Edges of slabs and breaks in floors & walls - Above 20 cm wide
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-8mm dia.
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-8mm dia.
Tack Coat - Providing & applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom.
Tack Coat - Providing & applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom.
Mastic Asphalt - Providing & laying 25mm thick Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10 cm c/c in both directions, pressed into surface, when the temperature of surface is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515.
Mastic Asphalt - Providing & laying 25mm thick Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10 cm c/c in both directions, pressed into surface, when the temperature of surface is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515.
Providing & filling joint sealing compound as per drawing & technical specifications with coarse sand and 6% bitumen by weight
Providing & filling joint sealing compound as per drawing & technical specifications with coarse sand and 6% bitumen by weight
Strip Seal Expansion joint (Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete, as per approved drawings and standard specifications to be installed by the manufacturer or supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installations).
Strip Seal Expansion joint (Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete, as per approved drawings and standard specifications to be installed by the manufacturer or supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installations).
Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m disposed earth to be levelled and neatly dressed - All kinds of soil
Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m disposed earth to be levelled and neatly dressed - All kinds of soil
Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
Paver Block Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per Manufacturer?s specifications & direction of Engineer -in-Charge: - 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.
Paver Block Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per Manufacturer?s specifications & direction of Engineer -in-Charge: - 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.
Chequered tiles - Chequered pre-cast cement concrete tiles 22mm thick with marble chips of size 6mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing & cleaning etc. Complete on 20mm thick bed of cement mortar 1: 4 (1 cement : 4 coarse sand) - Light shade using white cement
Chequered tiles - Chequered pre-cast cement concrete tiles 22mm thick with marble chips of size 6mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing & cleaning etc. Complete on 20mm thick bed of cement mortar 1: 4 (1 cement : 4 coarse sand) - Light shade using white cement
Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m - All kinds of soil
Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m - All kinds of soil
Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering - all work upto plinth level - 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering - all work upto plinth level - 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size)
Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size)
Centring and Shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
Centring and Shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
Centring and Shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Centring and Shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Centring and Shuttering including strutting, propping etc. and removal of form for Suspended floors, roots, landings, balconies and access plateform.
Centring and Shuttering including strutting, propping etc. and removal of form for Suspended floors, roots, landings, balconies and access plateform.
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-12mm dia.
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-12mm dia.
Drainage Spouts complete as per drawing and technical specifications
Drainage Spouts complete as per drawing and technical specifications
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead.
Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification - Granular material
Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification - Granular material
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Informatory Sign - 90 cm equilateral triangle
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Informatory Sign - 90 cm equilateral triangle
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Cautionary / Warning Signs - 80 mm x 60 mm rectangular
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Cautionary / Warning Signs - 80 mm x 60 mm rectangular
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Mandatory signs - Stop sign (900 octagonal)
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Mandatory signs - Stop sign (900 octagonal)
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.)
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.)
Painting lines, dashes, arrows etc in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface including cleaning the surface with all dirt, dust and other foreign matter, demarcation at site and traffic control.
Painting lines, dashes, arrows etc in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface including cleaning the surface with all dirt, dust and other foreign matter, demarcation at site and traffic control.
Provision of 15 nos. rumble strips covered with premix bituminous carpet 15-20 mm high at centre, 250 mm wide placed @ 1M c/c at approved locations to control speed marked with white strips of road marking paint.
Provision of 15 nos. rumble strips covered with premix bituminous carpet 15-20 mm high at centre, 250 mm wide placed @ 1M c/c at approved locations to control speed marked with white strips of road marking paint.
Providing & laying hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes.
Providing & laying hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes.
Providing & fixing of Road stud 100 x 100 mm, die cast moulded from ASA (Acrylic Strene acrylonitrite) high impact polystyrene or ABS body resistant to minimum support a load of 13635 kg and fitted with micro prismatic lens reflector installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in suitable bituminous grout or epoxy mortar, all as per MORTH letter no. RW/NH/33023/10/97-DO-III dt. 11-06-97
Providing & fixing of Road stud 100 x 100 mm, die cast moulded from ASA (Acrylic Strene acrylonitrite) high impact polystyrene or ABS body resistant to minimum support a load of 13635 kg and fitted with micro prismatic lens reflector installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in suitable bituminous grout or epoxy mortar, all as per MORTH letter no. RW/NH/33023/10/97-DO-III dt. 11-06-97
Supplying and installation of delineators (Road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
Supplying and installation of delineators (Road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - Hindi (Matras, commas and the like not to be measured and paid for. Half letter shall be counted as half). cm height per letter
Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - Hindi (Matras, commas and the like not to be measured and paid for. Half letter shall be counted as half). cm height per letter
Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - English and Roman. cm height per letter
Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - English and Roman. cm height per letter
Overhead Signs (Providing & erecting overhead signs with a corrosion resistant alluminium alloy sheet reflectorised with high intensity retro reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of alluminium alloy or galvanized steel trestles and trusses of sections and types as per structural design requirements and approved plans) - Truss and Vertical Support
Overhead Signs (Providing & erecting overhead signs with a corrosion resistant alluminium alloy sheet reflectorised with high intensity retro reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of alluminium alloy or galvanized steel trestles and trusses of sections and types as per structural design requirements and approved plans) - Truss and Vertical Support
Brick Masonry work in cement mortar (1:6) in foundation complete excluding pointing & plastering as per drawing & technical specifications.
Brick Masonry work in cement mortar (1:6) in foundation complete excluding pointing & plastering as per drawing & technical specifications.
Brickwork with bricks of class designation 100A in superstructure above plinth level upto floor V in cement mortar 1:4 (1 cement : 4 coarse sand)
Brickwork with bricks of class designation 100A in superstructure above plinth level upto floor V in cement mortar 1:4 (1 cement : 4 coarse sand)
12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand)
12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix 1:5 (1 cement : 5 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix 1:5 (1 cement : 5 coarse sand)
Finishing walls with Acrylic Smooth exterior paint of required shade - New Work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterrior primer applied @ 2.20 kg /10 sqm)
Finishing walls with Acrylic Smooth exterior paint of required shade - New Work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterrior primer applied @ 2.20 kg /10 sqm)
Providing & Fixing SS (Grade 304) railing made of hollow tubes, channels, plates etc including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary SS nuts & bolts complete.
Providing & Fixing SS (Grade 304) railing made of hollow tubes, channels, plates etc including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary SS nuts & bolts complete.
Providing & applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
Providing & applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
Providing & Applying Madhubani / Manjusha painting on Govt. buildings wall all complete.
Providing & Applying Madhubani / Manjusha painting on Govt. buildings wall all complete.
Providing and installing Solar street lights (9 meter Pole) (In zig-zag pattern) all complete.
Providing and installing Solar street lights (9 meter Pole) (In zig-zag pattern) all complete.
Providing & Installing LED BOLLARD - IRIS (Cat Ref. LED BOLLARD 00913-IR)9W, IP65, 80LM/W, CCT3000 all complete.
Providing & Installing LED BOLLARD - IRIS (Cat Ref. LED BOLLARD 00913-IR)9W, IP65, 80LM/W, CCT3000 all complete.
Supplying, Installing, Testing & Commissioning of Wall TV all complete.
Supplying, Installing, Testing & Commissioning of Wall TV all complete.
Supplying, Installing, Testing & Commissioning of Hi-Mast all complete
Supplying, Installing, Testing & Commissioning of Hi-Mast all complete
Providing & Installing FRP Strip Cast Iron Sitting Benches with integrated seat and back all complete.
Providing & Installing FRP Strip Cast Iron Sitting Benches with integrated seat and back all complete.
Reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Kilometer stones
Reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Kilometer stones
Reinforced Cement Concrete M-15 grade boundary pillars of standard design as per IRC: 25-1967 fixed in position, including finishing & lettering but excluding painting
Reinforced Cement Concrete M-15 grade boundary pillars of standard design as per IRC: 25-1967 fixed in position, including finishing & lettering but excluding painting
Tree Guard with MS Angle Iron & Steel Wire - Providing & fixing tree guard 0.60 metre square, 2.0 metre high fabricated with MS Angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together.
Tree Guard with MS Angle Iron & Steel Wire - Providing & fixing tree guard 0.60 metre square, 2.0 metre high fabricated with MS Angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together.
Spreading of sludge, farm yard manure or/and good earth (spreading of sludge farm yard manure or/and good earth in required thickness) (cost of sludge, farm yard manure or/and good earth to be paid for separately)).
Spreading of sludge, farm yard manure or/and good earth (spreading of sludge farm yard manure or/and good earth in required thickness) (cost of sludge, farm yard manure or/and good earth to be paid for separately)).
Supply at site well decayed farm yard manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the E-I-C including screening & stacking.
Supply at site well decayed farm yard manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the E-I-C including screening & stacking.
Planting of Trees and their maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1M deep dug into the ground, mixing the soil with decayed farm yard sludge / manure, planting the saplings, backfilling the trench, watering , fixing the tree guard and maintaining the plants for one year.
Planting of Trees and their maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1M deep dug into the ground, mixing the soil with decayed farm yard sludge / manure, planting the saplings, backfilling the trench, watering , fixing the tree guard and maintaining the plants for one year.
Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)
Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Estimated Cost | Mandatory | Price Trends |
|---|---|---|---|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 66 | Hectare | - | - | ₹0 | Yes | |
| 2 | Dismantling of Structures (Dismantling of Existing Structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P, scaffolding wherever necesssary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material wih all lifts and lead of 1000 metres. | Dismantling of Structures (Dismantling of Existing Structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P, scaffolding wherever necesssary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material wih all lifts and lead of 1000 metres. | 917 | Cubic meter | - | - | ₹0 | Yes | |
| 3 | Dismantling of Cement concrete pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately) | Dismantling of Cement concrete pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately) | 12,066 | Cubic meter | - | - | ₹0 | Yes | |
| 4 | Scarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and lead upto 1000 metres. | Scarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and lead upto 1000 metres. | 21,635 | Square meter | - | - | ₹0 | Yes | |
| 5 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable & unserviceable materials separately - Bituminous courses | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable & unserviceable materials separately - Bituminous courses | 1,640 | Cubic meter | - | - | ₹0 | Yes | |
| 6 | Removing all types of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. | Removing all types of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. | 420 | Meter | - | - | ₹0 | Yes | |
| 7 | Surface dressing (Providing & laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smmoth wheeled steel roller) - 13mm nominal size chipping | Surface dressing (Providing & laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smmoth wheeled steel roller) - 13mm nominal size chipping | 158,976 | Square meter | - | - | ₹0 | Yes | |
| 8 | Tack Coat - Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom. | Tack Coat - Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom. | 162,546 | Square meter | - | - | ₹0 | Yes | |
| 9 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - for Grading-I ( 13 mm nominal size ) | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - for Grading-I ( 13 mm nominal size ) | 7,293 | Cubic meter | - | - | ₹0 | Yes | |
| 10 | Compacting original ground supporting sub-grade - Loosening the ground upto a level of 500 mm below sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction - Rolling with vibratory roller. | Compacting original ground supporting sub-grade - Loosening the ground upto a level of 500 mm below sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction - Rolling with vibratory roller. | 117,833 | Cubic meter | - | - | ₹0 | Yes | |
| 11 | Granular Sub-Base - Granular Sub-Base with close graded material (Table 400-1) - Plant Mix method - Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401 - For Grading-I material | Granular Sub-Base - Granular Sub-Base with close graded material (Table 400-1) - Plant Mix method - Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401 - For Grading-I material | 8,279 | Cubic meter | - | - | ₹0 | Yes | |
| 12 | Prime Coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | Prime Coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 55,165 | Square meter | - | - | ₹0 | Yes | |
| 13 | Dry Lean Concrete (DLC) - Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing & curing). | Dry Lean Concrete (DLC) - Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing & curing). | 5,520 | Cubic meter | - | - | ₹0 | Yes | |
| 14 | Plain Quality Concrete - Providing & Laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to site of laying but excluding the cost of centering, shuttering and finishing and including retard setting of concrete improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement, durability as per direction of E-I-C - By using 360 kg/cum of cement per cum of concrete BMC / RMC | Plain Quality Concrete - Providing & Laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to site of laying but excluding the cost of centering, shuttering and finishing and including retard setting of concrete improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement, durability as per direction of E-I-C - By using 360 kg/cum of cement per cum of concrete BMC / RMC | 13,795 | Cubic meter | - | - | ₹0 | Yes | |
| 15 | Centering & shuttering including strutting, propping etc and removal of form for Edges of slabs and breaks in floors & walls - Above 20 cm wide | Centering & shuttering including strutting, propping etc and removal of form for Edges of slabs and breaks in floors & walls - Above 20 cm wide | 24,031 | Square meter | - | - | ₹0 | Yes | |
| 16 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-8mm dia. | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-8mm dia. | 5,855,675 | Kilogram | - | - | ₹0 | Yes | |
| 17 | Tack Coat - Providing & applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom. | Tack Coat - Providing & applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sq.m on the prepared bituminous / granular surface cleaned with mechanical broom. | 215,786 | Square meter | - | - | ₹0 | Yes | |
| 18 | Mastic Asphalt - Providing & laying 25mm thick Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10 cm c/c in both directions, pressed into surface, when the temperature of surface is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515. | Mastic Asphalt - Providing & laying 25mm thick Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10 cm c/c in both directions, pressed into surface, when the temperature of surface is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515. | 50,740 | Square meter | - | - | ₹0 | Yes | |
| 19 | Providing & filling joint sealing compound as per drawing & technical specifications with coarse sand and 6% bitumen by weight | Providing & filling joint sealing compound as per drawing & technical specifications with coarse sand and 6% bitumen by weight | 1,274 | Meter | - | - | ₹0 | Yes | |
| 20 | Strip Seal Expansion joint (Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete, as per approved drawings and standard specifications to be installed by the manufacturer or supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installations). | Strip Seal Expansion joint (Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete, as per approved drawings and standard specifications to be installed by the manufacturer or supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installations). | 1,274 | Meter | - | - | ₹0 | Yes | |
| 21 | Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m disposed earth to be levelled and neatly dressed - All kinds of soil | Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m disposed earth to be levelled and neatly dressed - All kinds of soil | 97,415 | Cubic meter | - | - | ₹0 | Yes | |
| 22 | Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. | Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. | 65,962 | Cubic meter | - | - | ₹0 | Yes | |
| 23 | Paver Block Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per Manufacturer?s specifications & direction of Engineer -in-Charge: - 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. | Paver Block Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per Manufacturer?s specifications & direction of Engineer -in-Charge: - 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. | 127,220 | Square meter | - | - | ₹0 | Yes | |
| 24 | Chequered tiles - Chequered pre-cast cement concrete tiles 22mm thick with marble chips of size 6mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing & cleaning etc. Complete on 20mm thick bed of cement mortar 1: 4 (1 cement : 4 coarse sand) - Light shade using white cement | Chequered tiles - Chequered pre-cast cement concrete tiles 22mm thick with marble chips of size 6mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing & cleaning etc. Complete on 20mm thick bed of cement mortar 1: 4 (1 cement : 4 coarse sand) - Light shade using white cement | 4,690 | Square meter | - | - | ₹0 | Yes | |
| 25 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m - All kinds of soil | Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m - All kinds of soil | 105,912 | Cubic meter | - | - | ₹0 | Yes | |
| 26 | Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering - all work upto plinth level - 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering - all work upto plinth level - 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 5,535 | Cubic meter | - | - | ₹0 | Yes | |
| 27 | Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size) | Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size) | 29,479 | Cubic meter | - | - | ₹0 | Yes | |
| 28 | Centring and Shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | Centring and Shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | 11,494 | Square meter | - | - | ₹0 | Yes | |
| 29 | Centring and Shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Centring and Shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 198,161 | Square meter | - | - | ₹0 | Yes | |
| 30 | Centring and Shuttering including strutting, propping etc. and removal of form for Suspended floors, roots, landings, balconies and access plateform. | Centring and Shuttering including strutting, propping etc. and removal of form for Suspended floors, roots, landings, balconies and access plateform. | 63,102 | Square meter | - | - | ₹0 | Yes | |
| 31 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-12mm dia. | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars-TMTC 500-12mm dia. | 16,255 | Kilogram | - | - | ₹0 | Yes | |
| 32 | Drainage Spouts complete as per drawing and technical specifications | Drainage Spouts complete as per drawing and technical specifications | 6 | each | - | - | ₹0 | Yes | |
| 33 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead. | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead. | 27,805 | Cubic meter | - | - | ₹0 | Yes | |
| 34 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification - Granular material | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification - Granular material | 21 | Cubic meter | - | - | ₹0 | Yes | |
| 35 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Informatory Sign - 90 cm equilateral triangle | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Informatory Sign - 90 cm equilateral triangle | 630 | each | - | - | ₹0 | Yes | |
| 36 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Cautionary / Warning Signs - 80 mm x 60 mm rectangular | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Cautionary / Warning Signs - 80 mm x 60 mm rectangular | 630 | each | - | - | ₹0 | Yes | |
| 37 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Mandatory signs - Stop sign (900 octagonal) | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) - Mandatory signs - Stop sign (900 octagonal) | 630 | each | - | - | ₹0 | Yes | |
| 38 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.) | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.) | 845 | Square meter | - | - | ₹0 | Yes | |
| 39 | Painting lines, dashes, arrows etc in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface including cleaning the surface with all dirt, dust and other foreign matter, demarcation at site and traffic control. | Painting lines, dashes, arrows etc in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface including cleaning the surface with all dirt, dust and other foreign matter, demarcation at site and traffic control. | 9,232 | Square meter | - | - | ₹0 | Yes | |
| 40 | Provision of 15 nos. rumble strips covered with premix bituminous carpet 15-20 mm high at centre, 250 mm wide placed @ 1M c/c at approved locations to control speed marked with white strips of road marking paint. | Provision of 15 nos. rumble strips covered with premix bituminous carpet 15-20 mm high at centre, 250 mm wide placed @ 1M c/c at approved locations to control speed marked with white strips of road marking paint. | 8,733 | Square meter | - | - | ₹0 | Yes | |
| 41 | Providing & laying hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes. | Providing & laying hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes. | 9,232 | Square meter | - | - | ₹0 | Yes | |
| 42 | Providing & fixing of Road stud 100 x 100 mm, die cast moulded from ASA (Acrylic Strene acrylonitrite) high impact polystyrene or ABS body resistant to minimum support a load of 13635 kg and fitted with micro prismatic lens reflector installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in suitable bituminous grout or epoxy mortar, all as per MORTH letter no. RW/NH/33023/10/97-DO-III dt. 11-06-97 | Providing & fixing of Road stud 100 x 100 mm, die cast moulded from ASA (Acrylic Strene acrylonitrite) high impact polystyrene or ABS body resistant to minimum support a load of 13635 kg and fitted with micro prismatic lens reflector installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in suitable bituminous grout or epoxy mortar, all as per MORTH letter no. RW/NH/33023/10/97-DO-III dt. 11-06-97 | 12,374 | No | - | - | ₹0 | Yes | |
| 43 | Supplying and installation of delineators (Road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. | Supplying and installation of delineators (Road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. | 340 | each | - | - | ₹0 | Yes | |
| 44 | Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - Hindi (Matras, commas and the like not to be measured and paid for. Half letter shall be counted as half). cm height per letter | Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - Hindi (Matras, commas and the like not to be measured and paid for. Half letter shall be counted as half). cm height per letter | 34,000 | No | - | - | ₹0 | Yes | |
| 45 | Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - English and Roman. cm height per letter | Printing new letters and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) - English and Roman. cm height per letter | 34,000 | No | - | - | ₹0 | Yes | |
| 46 | Overhead Signs (Providing & erecting overhead signs with a corrosion resistant alluminium alloy sheet reflectorised with high intensity retro reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of alluminium alloy or galvanized steel trestles and trusses of sections and types as per structural design requirements and approved plans) - Truss and Vertical Support | Overhead Signs (Providing & erecting overhead signs with a corrosion resistant alluminium alloy sheet reflectorised with high intensity retro reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of alluminium alloy or galvanized steel trestles and trusses of sections and types as per structural design requirements and approved plans) - Truss and Vertical Support | 36.3 | Metric Ton | - | - | ₹0 | Yes | |
| 47 | Brick Masonry work in cement mortar (1:6) in foundation complete excluding pointing & plastering as per drawing & technical specifications. | Brick Masonry work in cement mortar (1:6) in foundation complete excluding pointing & plastering as per drawing & technical specifications. | 1,396 | Cubic meter | - | - | ₹0 | Yes | |
| 48 | Brickwork with bricks of class designation 100A in superstructure above plinth level upto floor V in cement mortar 1:4 (1 cement : 4 coarse sand) | Brickwork with bricks of class designation 100A in superstructure above plinth level upto floor V in cement mortar 1:4 (1 cement : 4 coarse sand) | 1,399 | Cubic meter | - | - | ₹0 | Yes | |
| 49 | 12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) | 12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) | 11,178 | Square meter | - | - | ₹0 | Yes | |
| 50 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:5 (1 cement : 5 coarse sand) | 15 mm cement plaster on rough side of single or half brick wall of mix 1:5 (1 cement : 5 coarse sand) | 22,802 | Square meter | - | - | ₹0 | Yes | |
| 51 | Finishing walls with Acrylic Smooth exterior paint of required shade - New Work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterrior primer applied @ 2.20 kg /10 sqm) | Finishing walls with Acrylic Smooth exterior paint of required shade - New Work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterrior primer applied @ 2.20 kg /10 sqm) | 9,198 | Square meter | - | - | ₹0 | Yes | |
| 52 | Providing & Fixing SS (Grade 304) railing made of hollow tubes, channels, plates etc including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary SS nuts & bolts complete. | Providing & Fixing SS (Grade 304) railing made of hollow tubes, channels, plates etc including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary SS nuts & bolts complete. | 3,593 | Kilogram | - | - | ₹0 | Yes | |
| 53 | Providing & applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. | Providing & applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. | 11,642 | SQM | - | - | ₹0 | Yes | |
| 54 | Providing & Applying Madhubani / Manjusha painting on Govt. buildings wall all complete. | Providing & Applying Madhubani / Manjusha painting on Govt. buildings wall all complete. | 12,434 | SQM | - | - | ₹0 | Yes | |
| 55 | Providing and installing Solar street lights (9 meter Pole) (In zig-zag pattern) all complete. | Providing and installing Solar street lights (9 meter Pole) (In zig-zag pattern) all complete. | 1,043 | each | - | - | ₹0 | Yes | |
| 56 | Providing & Installing LED BOLLARD - IRIS (Cat Ref. LED BOLLARD 00913-IR)9W, IP65, 80LM/W, CCT3000 all complete. | Providing & Installing LED BOLLARD - IRIS (Cat Ref. LED BOLLARD 00913-IR)9W, IP65, 80LM/W, CCT3000 all complete. | 20 | each | - | - | ₹0 | Yes | |
| 57 | Supplying, Installing, Testing & Commissioning of Wall TV all complete. | Supplying, Installing, Testing & Commissioning of Wall TV all complete. | 66 | each | - | - | ₹0 | Yes | |
| 58 | Supplying, Installing, Testing & Commissioning of Hi-Mast all complete | Supplying, Installing, Testing & Commissioning of Hi-Mast all complete | 27 | each | - | - | ₹0 | Yes | |
| 59 | Providing & Installing FRP Strip Cast Iron Sitting Benches with integrated seat and back all complete. | Providing & Installing FRP Strip Cast Iron Sitting Benches with integrated seat and back all complete. | 27 | each | - | - | ₹0 | Yes | |
| 60 | Reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Kilometer stones | Reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Kilometer stones | 6 | each | - | - | ₹0 | Yes | |
| 61 | Reinforced Cement Concrete M-15 grade boundary pillars of standard design as per IRC: 25-1967 fixed in position, including finishing & lettering but excluding painting | Reinforced Cement Concrete M-15 grade boundary pillars of standard design as per IRC: 25-1967 fixed in position, including finishing & lettering but excluding painting | 46 | each | - | - | ₹0 | Yes | |
| 62 | Tree Guard with MS Angle Iron & Steel Wire - Providing & fixing tree guard 0.60 metre square, 2.0 metre high fabricated with MS Angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together. | Tree Guard with MS Angle Iron & Steel Wire - Providing & fixing tree guard 0.60 metre square, 2.0 metre high fabricated with MS Angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together. | 336 | each | - | - | ₹0 | Yes | |
| 63 | Spreading of sludge, farm yard manure or/and good earth (spreading of sludge farm yard manure or/and good earth in required thickness) (cost of sludge, farm yard manure or/and good earth to be paid for separately)). | Spreading of sludge, farm yard manure or/and good earth (spreading of sludge farm yard manure or/and good earth in required thickness) (cost of sludge, farm yard manure or/and good earth to be paid for separately)). | 3,308 | Cubic meter | - | - | ₹0 | Yes | |
| 64 | Supply at site well decayed farm yard manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the E-I-C including screening & stacking. | Supply at site well decayed farm yard manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the E-I-C including screening & stacking. | 414 | Cubic meter | - | - | ₹0 | Yes | |
| 65 | Planting of Trees and their maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1M deep dug into the ground, mixing the soil with decayed farm yard sludge / manure, planting the saplings, backfilling the trench, watering , fixing the tree guard and maintaining the plants for one year. | Planting of Trees and their maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1M deep dug into the ground, mixing the soil with decayed farm yard sludge / manure, planting the saplings, backfilling the trench, watering , fixing the tree guard and maintaining the plants for one year. | 96 | each | - | - | ₹0 | Yes | |
| 66 | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) | 604 | each | - | - | ₹0 | Yes |
Discover companies most likely to bid on this tender
📍 BIHAR
Statue of Unity Area Development and Tourism Governance Authority
📍 NARMADA, GUJARAT
Lucknow Development Authority
📍 LUCKNOW, UTTAR PRADESH
MD, RISL
📍 JAIPUR, RAJASTHAN
U.P. Expressways Industrial Development Authority
📍 LUCKNOW, UTTAR PRADESH
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