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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.7 LAdmitted-Finance | -15.94% | ₹58.7 L | L1 | Admitted-Finance |
| 2 | L2₹63.2 L+₹4.5 L (7.60%)Admitted-Finance | -9.55% | ₹63.2 L+₹4.5 L (7.60%) | L2 | Admitted-Finance |
| 3 | L3₹68.5 L+₹9.8 L (16.7%)Admitted-Finance | -1.86% | ₹68.5 L+₹9.8 L (16.7%) | L3 | Admitted-Finance |
| 4 | L4₹69.1 L+₹10.4 L (17.8%)Admitted-Finance | -1.01% | ₹69.1 L+₹10.4 L (17.8%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹69.8 L
EMD Value
₹1.4 L
Closing Date
21 Jul 2026, 5:00 pmClosed
GENERAL MANAGER CIVIL
SECTOR 96 NOIDA
M/o Road (M/o Drain, Culvert and Other Repair Work on Aghapur Road From DSC road to underpass Between Sector-50 and 41) Noida
2026_NOIDA_1169208_1
01/GM/SM/WC-3/2026-27
Open Tender
Civil Works - Others
Fixed-rate
120 days
noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.4 L
2 Sept 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
21 Jul 2026
15 Jul 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 R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 8 | cum | 1,347.16 | ₹10,777.28 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to 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 and shall start excavation only after getting permission of Engineer-in-Charge | 760 | Cum | 136 | ₹1,03,360 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 18/I.No. 4.1.8/P- | 55 | Cum | 5,746.88 | ₹3,16,078.4 |
| 4 | 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 AOR 6.1.1 | 492 | Cum | 5,214.8 | ₹25,65,681.6 |
| 5 | P/L damp proof course 40mm thick with cc 1:2:4 - Coarse sand - stone aggregate 12.5 mm size | 180 | Sqm | 307.76 | ₹55,396.8 |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 2018/I.No. 15.56/P-253 | 1,709 | Sqm | 20.47 | ₹34,983.23 |
| 7 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) | 2,843 | Sqm | 176.77 | ₹5,02,557.11 |
| 8 | Providing and placing in position 100 mm thick factory mademachine batched & machine mixed Precast RCC RectangularCovers on drains of footpath of various sizes, of M-25 gradecement concrete for RCC work,including cost of centering,shuttering,reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/con both ways , neat cement punning on finished surface,properly encased on all edges with 1.6 mm thick, 100 mm wideMS sheet duly painted over priming coat ,reinforcement to bewelded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etci/c cost of cartage, all leads & lift, handling at site etc. allcomplete as per direction of Engineer-in-Charge. | 550 | Sqm | 2,222.1 | ₹12,22,155 |
| 9 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | 14 | Cum | 8,141.85 | ₹1,13,985.9 |
| 10 | Reinforced cement concrete work in beams, suspended floors roofs having slope up to 15 degree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering shuttering finishing and reinforcement with 1:1.5:3(1 cement: 1.5 coars sand ( zone- III ) : graded stone aggregate 20 mm nominal size ). | 9 | Cum | 8,444.41 | ₹75,999.69 |
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