Tender For Construction Work Of Road, Sewer And Drainage In 24.00 M Wide Zonal Road (C-5) In Rajnagar Extension.
Tender Value
1.79 Crore
Estimated cost
Bid Submission
12 Nov 2026
17 days left
EMD
3.58 Lakhs
Bank guarantee accepted
Document Fee
7198
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Road, Sewer And Drainage In 24.00 M Wide Zonal Road (C-5) In Rajnagar Extension.
BOQ
| Sl. No. | Item Description |
| 1 | ROAD Banking excavated earth by mechenical/manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embanmments for roads, flood banks, and guide banks. etc. lead upto 50 m and for all lift: all kinds of soil. DSR 2023 ITEM NO- 2.3.1 |
| 2 | Carage of earth from 8 km including loading unloading (SOR-2025) |
| 3 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Item no-16.2 DSR 2023 |
| 4 | Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixsing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, as per MORTH specification clause No. 401 complete in all respects.(A.R) |
| 5 | Providing, laying, spreading and compaction wet mix macadam (W.M.M) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site laying in uniform layers with paver in sub-base /base cours on well preparsd surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406 Complete in all respects.(A.R) |
| 6 | 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 as per MoRTH specification clause No. 502 complete in all respects.(A.R) |
| 7 | Providing and applying tack Coat 0.25 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/ granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R) |
| 8 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S (non modular) bricks of class designation 7.5 on both side of the road. item no- 16.7.1 DSR 2023 |
| 9 | Providing & laying dence graded bituminous macadam (D.G.B.M.) with 100-120 T/H batch type hot mix plant producing on average out put of 75 T/H using crushed aggregated of specified grading 1premixed with 60/70 bituminous binder @ 4.50% by weight of tatal mix and hydrated time filter @ 2% of total weight of aggragates, transperting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade, label and alignment rolling with smoth wheeled (8-10T) roller vibrating roller (8T) for inter mediater rolling and finish with tender roller )6-8T) to achieve the desired compaction including supply of all material, labour T&P etc. required for proper completion of the work as MORT & H specification clause 507. (Sanction Rate.) |
| 10 | Providing and laying 40mm bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-II premixed with 60/70 (VG30) bitumenous binder @ 5.40% by weight of total mix and filler @ 2% by weight of total mix, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tandom roller (8-10 tonnes) to achieve the desired compaction, including supply of all material, labour T&P etc. requird for proper completion of the work as per clause 509 Grade-II (13 mm nominal size) of MORT & H specifications and as per direction of the Engineer in charge.sanction rate |
| 11 | Providing and applying 2.5 mm thick road arking strips (retro-reflective)of specified shade/ colour using hot thermoplastic material by fully/ semiautomatic 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 andforeign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(DSR- 16.62/2023) |
| 12 | P/F of prismatic cat eyes as per norms including supply of all material lab. T&p etc AS PER SOR CH22/6/2025 |
| 13 | DRAINEarth work in excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil Item no-2.8.1 DSR 2023. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement: 4 coarse sand (Zone-III) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) item no-4.1.8 DSR 2023 |
| 15 | 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/cum. Excess/ less cement used as per design mix is payable/recoverable separately). DSR 2023/5.33.1.1 UP TO PLINTH LEVEL All works upto plinth level DSR 5.33.1/2023RAFT |
| 16 | M.S. steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. mild steel and medium tensile steel bars. Item no-5.22.1 DSR 2023 |
| 17 | 1:2:4 (1 cement : 2 coarse sand derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-4.1.3/2023) |
| 18 | Construction of weep holes with 110 mm dia (OD) RPVC pipe (IS : 4985) (6 kg/sqcm) in the RCC wall at an interval of 1.50 m horizontally & vrtically at the time of casting of wall with all materials labours etc required ofr proper completion of the work. Sanction Rate |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for : DSR 2023/5.9RAFT |
| 20 | SEWERAGE E/W Excavation trenches by mechenical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, layers not exceeding 20 cm in depth, inluding consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil pipes, cable etc, pipe cables etc exceeding 80 mm dia but not exceeding 300 mm dia item Analysis Rate0.0-1.5 M BGL 250 MM and 150 MM dia |
| 21 | 1.50-3.0 m BGL 300 MM to 600 MM dia |
| 22 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered). DSR 2.16/20230-1.50 M BGL |
| 23 | 1.50-3.0 m BGL |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement: 4 coarse sand (Zone-III) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) item no-4.1.8 DSR 2023 |
| 25 | S/C/L/jointing RCC hume pipe of following depth and dia 1.50-3.0 M BGL300 MM Dia NP-3 |
| 26 | 450 MM DIA NP-3 3.0-4.50 MBGL |
| 27 | Constucting 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 completed as per standard design:With common burnt clay F.P.s (non modular) bricks of class designation 7.5) DSR/2023 19.13.1.1 |
| 28 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m.With common burnt clay F.P.S. (non modular) bricks of class designation DSR/2023-19.14.1 |
| 29 | Providing MS foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design:with 20 x 20 mm square bar DSR/2023-19.15.1 |
| 30 | Making connection of drain or sever line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone agggate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement :3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete:For pipes 350 to 450 mm diameter DSR/2023-19.21.3 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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