Tender for Tender for Construction Of Sewer And Cement Concrete Road And Nali On Main Road At Ispat Nagar Kanpur
Tender Value
54.50 Crore
Estimated cost
Bid Submission
11 Aug 2026
15 days left
EMD
1.09 Crore
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanpur Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Sewer And Cement Concrete Road And Nali On Main Road At Ispat Nagar Kanpur
BOQ
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. (DSR 2023- 2.31) |
| 3 | Dismentling of flexible pavement and disposal of dismantle material up to a lead of 100 meter, stacking sevicable and unseviceable materials separately.(DSR 2023-15.59) |
| 4 | Earthwork: in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m , as directed by Engineer- in- charge:2.1.1 all kind of soil.0.30 m & above . (DSR 2023-2.1.1) |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres..( Analysis Rate ) |
| 6 | Cartage of earth up to 3 Km distance including loading unloading etc. all complete.( SOR-2023-24) |
| 7 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. |
| 8 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. ( DSR 2023-4.1.8) |
| 9 | S/L Polyvinyl chloride sheet 400 micron thick including supply of all material labour T&P etc. All complete(DSR 2023 Code no-3002) |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concerete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to site of laying but icluding the cost of centering,shuttering finishing and reinforcement including sdmixtures in recommended proportions as per IS 9103 To acceierate, retard setting of concrete improve workabillty without imparing strength and durability as per direction of Engineer-in-charge(Note-Cement content considered in this item is @ 390kg/cum.Excess/less cement used as per design mix is payable /recoverable separetely).Raft,Wall,Slab. All work up to plinth level. (DSR 2023 -5.33.1.4) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 2023-5.22.6) |
| 12 | Trimixing of CC pavement in RMC including dewatering, application of hardner @ 2.5 Kg. per sqm.and finishing the pavement surface by mechanical floater, including labour, T&P etc all complete. |
| 13 | Groove cutting in C. C. Pavement slab of size 5mmx10mm including labour t&p etc complete . |
| 14 | Providing and laying in position bitumin hot sealing compound for expansion joint etc .Using grade A sealing compound.(DSR 2023-16.46.1) |
| 15 | Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to archive the desired density. Morth-406. |
| 16 | Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG-10 @ 0.75 KG per sqm. using mechanical means . Morth-502. |
| 17 | Providing and applying Tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom . Morth-503. |
| 18 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.(DSR 2023-16.54.1) |
| 19 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge . 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100120 TPH capacity. (DSR 2023-16.57.2) |
| 20 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(Analysis rate ) |
| 21 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and flxing of raised pavement marker with Made of Plastic body of RPIMi Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-lmoact Polystyrene) or Acryloniilrile Butadien Styrene (ABS) or Any oiher suitable malerial approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the lighl entring the lens face. Lenses shall be mouled of methyl melhecrylate conforming io ASTM D78B of equivalent The slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each relro reflecling sllrface shall not be less than 13.00 sq.cm the marker height shall not be less lhan 10 mm and shall nol exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flal within 1.3 mm all road studs shall be legibly marked wilh the name , lrade or other means of identification of the manufacture. epoxy lnslallations, excess adhesive around the edge of the malker, excess adheslve on the pavemenl and adhesive on the exposed surfaces of the markers shall be immedialely removed. The contractor shall submit a two year warranty for sal sfactory lleld peformance including stipulated retro-refleclance of the reflecting panel , to the Engineer . ln addition a two year warranty for( DSR 2023-16.50) |
| 22 | Drain work |
| 23 | Dismantling cement concrete or brick or granolithic floors including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (SOR -2023-24) |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation,trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing of site and ramming of bottom lift upto 1.5m, including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.(DSR 2023-2.8.1) |
| 25 | Providing and laying in position in position ready mixed plain cement concerete with cement concrete as per approved design mix (M-10)and manufactured in fully automic batching plant and transported to site of work in transit mixer for all leads, having continous agitated mixer, manufactured as per design of specified grade for plain cement concrete work including pumping of R.M.C. from transit mixer to site of laying and curing including the cost of centering,shuttering and finishing including cost of curing admixtures in recommended proportions as per IS 9103 To acceierate, retard setting of concrete improve workabillty without imparing strength and durability as per direction of Engineer-in-charge(Note-Excess/less cement used than specified in this item is payable /recoverable separetely)All work up to plinth level.(DSR 2023-4.20.1.2) |
| 26 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concerete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to site of laying but icluding the cost of centering,shuttering finishing and reinforcement including sdmixtures in recommended proportions as per IS 9103 To acceierate, retard setting of concrete improve workabillty without imparing strength and durability as per direction of Engineer-in-charge(Note-Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable /recoverable separetely).Raft,Wall,Slab. All work up to plinth level. (DSR 2023-5.33.1) |
| 27 | Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (DSR 2023-5.22.6) |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 2023-6.1.1) |
| 29 | 12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (DSR 2023-13.4.1) |
| 30 | Sewer work |
| 31 | Provision for Barricading of roads ,providing caution boards , night lamps sand watch & ward of site for specials, specials T&P etc.(Analysis rate ) |
| 32 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : n charge. Bituminuos road. (DSR 2023-15.43.2) |
| 33 | Excavation for following depth below ground level for laying of sewers manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenches |
| 34 | 0 to 1.5 M B.G.L. (2.8.1) |
| 35 | 1.5 to 3.0 m B.G.L. (2.8.1+(2.26.1X1) |
| 36 | 3.0 to 4.5 m B.G.L. (2.8.1+(2.26.1X2) |
| 37 | 4.5 TO 6.0 M B.G.L. (2.8.1+ (2.26.1X3) |
| 38 | Provision for 8 km extra trip for surplus earth disposal beyond 50 M lead .(1.1.2) |
| 39 | Provide and fix open(0-3.0m) and close(3.0m -10.50m) timbering in trenches for the different depth below G.L. consisting of 40 mm thick approved approved country wood plank for polling board, 125x125 mm form Indian Sal Wood and 100 mm dia ballies for struts @ 1.5 m c/c including removal after laying of sewer, both side of trenches will be taken as one side for the purpose of payment, area equal to length x depth of trenches. |
| 40 | 1.5 to 3.0 m B.G.L. (2.20.2) |
| 41 | 3.0 to 4.5 m B.G.L. (2.20.3) |
| 42 | 4.5 TO 6.0 M B.G.L. (2.20.3+difference of above) |
| 43 | Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured). (DSR 2023-2.19) |
| 44 | 3.0 to 4.5 m B.G.L. |
| 45 | 4.5 TO 6.0 M B.G.L. |
| 46 | Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (Analysis rate) |
| 47 | 200 mm dia NP-3 |
| 48 | 0 to 1.5 M B.G.L. |
| 49 | 1.5 to 3.0 m B.G.L. |
| 50 | 3.0 to 4.5 m B.G.L. |
| 51 | 4.5 TO 6.0 M B.G.L. |
| 52 | 250 mm dia NP-3 |
| 53 | 3.0 to 4.5 m B.G.L. |
| 54 | 300 mm dia NP-3 |
| 55 | 3.0 to 4.5 m B.G.L. |
| 56 | 4.5 TO 6.0 M B.G.L. |
| 57 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Analysis rate) |
| 58 | 350 mm dia NP-3 |
| 59 | 3.0 to 4.5 m B.G.L. |
| 60 | 400 mm dia |
| 61 | 4.5 TO 6.0 M B.G.L. |
| 62 | 4.5 TO 6.0 M B.G.L. |
| 63 | 600 mm dia |
| 64 | 4.5 TO 6.0 M B.G.L. (19.35.2) |
| 65 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. below the RCC Pipe upto 200mm Dia pipes (DSR 2023-2.27) |
| 66 | 0 to 1.5 M B.G.L. |
| 67 | 1.5 to 3.0 m B.G.L. |
| 68 | 3.0 to 4.5 m B.G.L. |
| 69 | 4.5 TO 6.0 M B.G.L. |
| 70 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR 2023-4.1.4) |
| 71 | 3.0 to 4.5 m B.G.L. |
| 72 | 4.5 TO 6.0 M B.G.L. |
| 73 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 74 | 0.91 m deep with S.F .R.C. cover and frame (heavy duty , HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 900 m.m.dia. X1670mm depth1 (Analysis rate ) |
| 75 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 76 | 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 1200 m.m.dia. X2300mm depths (Analysis rate ) |
| 77 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : depth up to 4.95 |
| 78 | 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 1520 m.m.dia. X4950mm depths (Analysis rate ) |
| 79 | 1800 m.m.dia.(Analysis rate ) |
| 80 | Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m |
| 81 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 2023-19.10.1) |
| 82 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : |
| 83 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 2023-19.12.1) |
| 84 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : |
| 85 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 2023-19.14.1) |
| 86 | Shaft for1800 m.m dia. X 9000 m.m. (Analysis rate ) |
| 87 | Provision for temporaray shifting of utilities like water mains, sewer, electric/telephone poles, electric/ telephone cables etc. andits reinstatement after completion of sewer laying works.(Analysis rate ) |
| 88 | Permanent Construction of road including supply of all material,labour,T&P etc. required for proper completion of works . As directed by E/I. ( Analysis rate ) |
| 89 | Bituminuos road |
| 90 | Carting of earth due to narrow lane upto 1 Km distance and regarding after alying of sewer for filling of trenches including loading and unloading etc. all complete. |
| 91 | 15% of earth work (100.70-53) (1.2.1) |
| 92 | Sewer Inter Connecting Chamber |
| 93 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with pre-cast R.C.C. vertical grating complete as per standard design : (DSR 2023-19.28.1) |
| 94 | Sewer Line Connection From I.C.C to MH using 150 mm RCC NP-3 Pipe(DSR 2023-19.21.1) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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