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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -5.38% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | -3.50% | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -2.55% | ₹1.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.6 CrAdmitted-Finance | -1.44% | ₹1.6 Cr | L4 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
16 Apr 2026, 5:00 pmClosed
GM CIvil
Sector-6, Noida
M/o Road (Re-construction of CC Road and RCC Drain in C-Block in Sector-55), Noida
2026_NOIDA_1132730_1
25/ET/GM/SM/WC-1/2025-26
Open Tender
Civil Works
180 days
Noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Noida
₹3.2 L
7 May 2026
2 Apr 2026
17 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 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 |
|---|---|---|---|---|---|
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) | - | Cum | - | - | |
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 manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | - | Cum | - | - | |
Brick work with Common brunt clay F.P.S.(non-modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:6 (1 cement :6 coarse sand) | - | Cum | - | - | |
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand) | - | Sqm | - | - | |
Neat cement punning | - | Sqm | - | - | |
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means over areas ( exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth. lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has detect Different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation only after getting permission of Engineer-in-chargeAll kinds of soil | - | Cum | - | - | |
Cartage of earth or fly ash including loading & unloading but excluding stackings on pakka roads:(17th KM) | - | Cum | - | - | |
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). | - | Cum | - | - | |
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinth Level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
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