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Tender Value
₹1.6 Cr
EMD Value
₹3.9 L
Closing Date
31 Aug 2026, 5:00 pm
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
M/o Road (Providing and Laying of C.C. road and drain repair on 12.00M wide road in Sector-126) Noida
2026_NOIDA_1177588_1
74/GM(C)/SM-WC-09/ET/2026-27
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.9 L
20 Aug 2026
20 Aug 2026
1 Sept 2026
20 Aug 2026
31 Aug 2026
20 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 776 | cum | 923.42 | ₹7,16,573.92 |
| 2 | 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) drived from natural sources : 8 graded stone aggregate 40 mm nominal size drived from natural sources). | 617 | cum | 5,746.88 | ₹35,45,824.96 |
| 3 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine | 930.6 | cum | 7,996.31 | ₹74,41,378.88 |
| 4 | Separation Membrane of impermeable plastic sheeting 125 micron thick | 7,589 | sqm | 13.95 | ₹1,05,866.55 |
| 5 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound. | 2,530 | P cm dept pcm width | 2.09 | ₹5,287.7 |
| 6 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect diffrent utilities like sewar line ,Water supply line ,Electric cable,Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge All kinds of soil. | 506 | cum | 144.95 | ₹73,344.7 |
| 7 | Brick work with common Burnt Clay F.P.S.(Non Modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | 480 | cum | 5,214.8 | ₹25,03,104 |
| 8 | 12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand) | 2,035 | sqm | 176.77 | ₹3,59,726.95 |
| 9 | Neat cement punning | 2,035 | sqm | 39.13 | ₹79,629.55 |
| 10 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | 380 | sqm | 2,222.1 | ₹8,44,398 |
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