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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.3 LAdmitted-Finance PAHADIYA VARANASI | VARANASI | VARANASI | UTTAR PRADESH | -25.10% | ₹33.3 L | L1 | Admitted-Finance |
| 2 | L2₹43.6 L+₹10.3 L (30.8%)Admitted-Finance | -2.02% | ₹43.6 L+₹10.3 L (30.8%) | L2 | Admitted-Finance |
| 3 | L3₹44.2 L+₹10.8 L (32.6%)Admitted-Finance | -0.72% | ₹44.2 L+₹10.8 L (32.6%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical 249 SHALIMAR SHAMLI | SHAMLI | SHAMLI | UTTAR PRADESH | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
17 Aug 2026, 5:00 pmClosed
GM (Civil)
Main Administrative Building Sector-6 Noida
M/o Village(C/o Toilet and Setting Shed other maintenance work Kabrastan Village Gejha in Sector-108) Noida
2026_NOIDA_1174444_1
52/GM(C)/ SM (WC-8)/ET/2026-27
Open Tender
Civil Works - Others
Fixed-rate
180 days
Noida
Please refer to tender documents
3 documents required · 3 mandatory
₹2,124
Noida
₹89,000
17 Sept 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
17 Aug 2026
3 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 | 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. All kinds of soil. | 40 | Cum | 144.95 | ₹5,798 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, Consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 40 | Cum | 93 | ₹3,720 |
| 3 | 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) | 70 | Cum | 5,746.88 | ₹4,02,281.6 |
| 4 | 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 @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level | 7 | Cum | 7,912.32 | ₹55,386.24 |
| 5 | 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, ncluding 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 above plinth level upto floor V level | 17 | Cum | 8,654.75 | ₹1,47,130.75 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 8 | Sqm | 181.64 | ₹1,453.12 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 29 | Sqm | 426.85 | ₹12,378.65 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 21 | Sqm | 320.65 | ₹6,733.65 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform | 101 | Sqm | 385.68 | ₹38,953.68 |
| 10 | 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. | 3,316 | Kg | 82.81 | ₹2,74,597.96 |
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