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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -12.25% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹16.8 L (11.8%)Admitted-Finance | -1.89% | ₹1.6 Cr+₹16.8 L (11.8%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹18.1 L (12.7%)Admitted-Finance | -1.10% | ₹1.6 Cr+₹18.1 L (12.7%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹18.4 L (12.9%)Admitted-Finance | -0.90% | ₹1.6 Cr+₹18.4 L (12.9%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.6 Cr
EMD Value
₹3.8 L
Closing Date
29 Jun 2026, 5:00 pmClosed
GM(CIVIL)
MAIN ADMIN BUILDING SECTOR 6 NOIDA
Construction of RCC Drain Along 45M Wide Road and Maintence of Brick Drain between Sector-149 and 152 Noida
2026_NOIDA_1160809_1
44/GM/SMWC10/ET/26-27
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
REFER TO TENDER DOCUMENT
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.8 L
10 Sept 2026
15 Jun 2026
30 Jun 2026
15 Jun 2026
29 Jun 2026
15 Jun 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 | Cleaning Jungle including up rooting of rank. Vegetation grass, push, wood trees and sampling of grith upto 30 cms measured at a Height of 1 M Above ground level and Removal of Rubbish up to a Distance of 50M. Out side the Periphery of Area Cleared. | 1,983 | Sqm | 3.1 | ₹6,147.3 |
| 2 | 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. 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. | 1,339 | Cum | 144.93 | ₹1,94,061.27 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 1,339 | cum | 93 | ₹1,24,527 |
| 4 | Earth work in Embankment in Ordinary soil Embankment to be in 20cm layers including ramming Dressing the Surface to requiredlevels with Half tonne steel or Wooden rammer and Rolling Every third and top most layers in Roller 8 to 10 tonne Capacity and Including 1.50 mtr Lift and all lead ( earth shall be Brought From a place which including Cartage to Earth by Mecanical transport and T & P labour Etc, Required for Proper Complition Earth shall br Arranged by the Contractor at his Own Cost. | 270 | Cum | 363.05 | ₹98,023.5 |
| 5 | 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) : 8 graded stone aggregate 20 mm nominal size) | 112 | Cum | 5,746.88 | ₹6,43,650.56 |
| 6 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the 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). All works upto plinth level | 258 | Cum | 7,912.32 | ₹20,41,378.56 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechanically Treated bars of grade Fe-500D or more. | 59,308 | Kg | 82.81 | ₹49,11,295.48 |
| 8 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone | 1,345 | Sqm | 733.91 | ₹9,87,108.95 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 232 | Sqm | 181.64 | ₹42,140.48 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1,322 | Sqm | 335.55 | ₹4,43,597.1 |
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