Tender For Construction Of 24Mtr Wide Road, Drain, Sewer And Balance Boundary Wall, Toe Wall, Road, Sewer, Drain And Water Line Work In Footprint For Commercial Sector-22A, Yeida Wc-02
Tender Value
3.40 Crore
Estimated cost
Bid Submission
29 Jul 2026
6 days left
EMD
6.80 Lakhs
Bank guarantee accepted
Document Fee
5175
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gautam buddha nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of 24Mtr Wide Road, Drain, Sewer And Balance Boundary Wall, Toe Wall, Road, Sewer, Drain And Water Line Work In Footprint For Commercial Sector-22A, Yeida Wc-02
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 kind of soil. Depth 0 to 1.50 mtr |
| 2 | Cement concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material labour,tools & plants etc required for proper completion of the work UPPWD SOR /281/P-17 |
| 3 | Providing and laying in position machine batched and machine mixed design mix M-25 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, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in this item is@330 kg/curn. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level UPPWD SOR-20/5.33.1 |
| 4 | Providing and laying in position machine batched and machine mixed design mix M-25 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, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in this item is@330 kg/curn. Excess/less cement used as per design mix is payable/recoverable separately).All works above plinth level UPPWD SOR-20/5.33.1 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.DAR-13/5.9.1/SOR |
| 6 | Columns, Pillars, Piers, Abutments, Posts and struts |
| 7 | Reinforcement for R.C.C, work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6 |
| 8 | M-150 brick work in 1:4 cement & course sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work |
| 9 | M-150 brick work in 1:4 cement & course sand 2.20 F.M. mortar in Superstructure including supply of all material, labour and T&P etc. required for proper completion of work |
| 10 | 12 mm cement plaster mix: 1:6 (1 cement : 6 course sand) |
| 11 | Steel work in build up tubular (round, square or rectangular hollow tubes etc) trusses etc. including cutting hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Hot finished seamless type tubes |
| 12 | Finishing wall with testure exterior paint of required shades New work ( Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm Based on UPPWD SOR-2020/13.44.1 |
| 13 | Painting with synthetic enemel paint of approved brands and manufecture to give an even shade Two or more coats Based on UPPWD SOR 2020 13.61.1 |
| 14 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) With ready mixed red oxide zinc chromatic on steel iron work having VOC content less than 250 grams/ltr UPPWD SOR-2020/13.85 |
| 15 | With thinnable cement primer on wall surface having VOC content less than 50 grams/ltr UPPWD/SOR-2020-13.85.2 |
| 16 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.Granite of any colour and shade Area of slab upto 0.50sqm |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 kind of soil. Depth 0 to 1.50 mtr |
| 18 | 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 earth lead upto 50 metres. |
| 19 | Cement concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material labour,tools & plants etc required for proper completion of the work UPPWD SOR /281/P-17 |
| 20 | Providing & Laying 60mm thick Factory made Cement Concrete Interlocking Paver block of (ISI Marked) made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per direction of Engineer-in-charge Based on DAR 18/16.68/SOR |
| 21 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including. Based on UPPWD SOR-2020 |
| 22 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer- in charge) |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling. Based on UPPWD SOR-2020/18.12.4 32 mm dia nominal bore |
| 24 | 80mm dia nominal bore 18.12.8 |
| 25 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): Based on UPPWD SOR-2020/16.17.2 32mm dia nominal bore |
| 26 | Providing and fixing Cl double acting air valve of approved quality with bolts nuts, rubber insertion etc. complete. Based on UPPWD SOR-2020/18.59.280 mm dia |
| 27 | Constructing masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4 (1cement: 4 coarse sand) for fire sluice value, with C.I. surface box 350mmX350mm Top and 165mrn deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement: 2course sand: 4 graded stone aggrgates 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10(1cement:5 Course sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with bricks of class designation 150( UPPWD SOR-2020/18.33.1 |
| 28 | Constructing masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4 (1cement: 4 coarse sand) for fire sluice value, with C.I. surface box 350mmX350mm Top and 165mrn deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement: 2course sand: 4 graded stone aggrgates 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10(1cement:5fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with bricks of class designation 150( UPPWD SOR-2020/18.33.1 |
| 29 | Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved brand 32 mm dia nominal bore 18.40.4 |
| 30 | 80mm dia nominal bore 18.40.8 |
| 31 | Providing and carting of following dia RCC hume pipe Socket and Spigot NP 2 class & specials in site of work lowering the same into trenches in depth upto 1.5m below G.L. true to alignment jointing with 1:2 cement coarse sand including excavation of earth below invert level 250mm dia Based on UPPWD/SOR-2020/19.6.3 |
| 32 | 300mm dia Based on UPPWD SOR-2020/19.6.4 |
| 33 | Cement concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material labour,tools & plants etc required for proper completion of the work UPPWD SOR /281/P-17 |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.DAR-13/5.9.1/SOR |
| 35 | P/L non-pressure NP3class R.C.C S&S pipes Jointed with Stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 Coarse sand) including testing of joints etc. complete (150mmø) |
| 36 | Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12mm 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 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.68 m deep with S.F.R.C cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame 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 rest & 12mm thick cement plaster at the external surface shall be paid for separately): with FPS bricks class designations-150 UPPWD SOR-2020/19.11.1.2 |
| 37 | Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12mm 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 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.68 m deep with S.F.R.C cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame 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 rest & 12mm thick cement plaster at the external surface shall be paid for separately): with FPS bricks class designations-150 UPPWD SOR-2020/19.9.1.1 |
| 38 | Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m: With FPS bricks of class designation 150 UPPWD SOR-2020/19.12.2 |
| 39 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mmX25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering beside necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6(1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) complete as per design. |
| 40 | Excavating, Supply & laying of Good earth in layer nto exceeding 20cm in depth breaking clods watering rolling each layers with 1/2 tonne roller or wooden or steel rammer and rolling 3rd & Top most layer with power roller of minimum 8 tonnes and dressing upto embankment for roads flood bank marginal banks and guide banks or filling up ground depression. Good earth Lead 20 km |
| 41 | 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 earth lead upto 50 metres. |
| 42 | Supplying and Stacking at site.. 90 mm to 45 mm size stone aggregate. (SOR 18/16.3.1) |
| 43 | Supplying and Stacking at site.. 63 mm to 45 mm size stone aggregate. (SOR 18/16.3.2) |
| 44 | Supplying and Stacking at site.. 53 mm to 22.4 mm size stone aggregate. (SOR 18/16.3.3) |
| 45 | Supplying and stacking at site Moorum (SOR 18/16.3.10) |
| 46 | Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density SOR-18/16.4 |
| 47 | Providing and applying primer coat with bitumen VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate 0.60 kg/SQM using mechanical means. |
| 48 | 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(UPPWD/SOR-2020) |
| 49 | Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. |
| 50 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation 150 SOR-18/16.7.1 |
| 51 | Drain work Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 kind of soil. Depth 0 to 1.50 mtr |
| 52 | Cement concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material labour,tools & plants etc required for proper completion of the work UPPWD SOR /281/P-17 |
| 53 | Providing and laying in position machine batched and machine mixed design mix M-25 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, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:- Cement content considered in this item is@330 kg/curn. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level UPPWD SOR-20/5.33.1 (a) in Bed |
| 54 | Reinforcement for R.C.C, work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6 (a) in Bed |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.DAR-13/5.9.1/SOR |
| 56 | Suspended floors, roofs landings balconies and access floors 5.9.3 |
| 57 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 58 | 2.50% Maintenance for 5 years of road work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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