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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Finance 894 VILLAGE BHAINSI G T ROAD KHATAULI MUZAFFARNAGAR UTTAR PRADESH 251201 | MUZAFFARNAGAR | UTTAR PRADESH | 251201 | L1 | Admitted-Finance | ||
| 2 | L1₹7.1 LAdmitted-Finance H NO 657 VPO KHERI MEHAM TEHSIL MEHAM DISTT ROHTAK 124112 | ROHTAK | HARYANA | 124112 | L1 | Admitted-Finance | ||
| 3 | L1₹7.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 4 | L1₹7.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 5 | L1₹7.1 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹8.4 L
EMD Value
₹41,850
Closing Date
1 Jun 2026, 3:00 pmClosed
CHIEF ENGG NAGAR NIGAM MEERUT
NNM
Construction work of interlocking tiles and drain in Kasturba Gandhi Girls Residential School in Purva Ahiran Ward No. 47.
2026_NNMEE_1149586_67
242/SNV-105-L2/2026
Open Tender
Civil Works
Fixed-rate
60 days
MEERUT
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
MUNICIPAL COMMISSIONER NAGAR NIGAM
₹41,850
27 Jun 2026
23 May 2026
1 Jun 2026
23 May 2026
1 Jun 2026
23 May 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.
(a) All kinds of soil.
(b) In or under foul position, including pumping out water as metre required | 19.26 | Cum | 241.37 | ₹4,648.79 |
| 2 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | 64.2 | Sqm | 147.89 | ₹9,494.64 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) | 12.84 | Cum | 5,468.06 | ₹70,209.86 |
| 4 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) | 58.85 | Sqm | 265.11 | ₹15,601.54 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level level1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 40 mmnominal size derived from natural sources) | 1.97 | Cum | 5,771.96 | ₹11,363.84 |
| 6 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate | 57.66 | Cum | 1,366.74 | ₹78,800.76 |
| 7 | Laying, spreading and compacting stone aggregate of specified sizes, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate
excluding of roller charges | 57.66 | Cum | 947.36 | ₹54,620.99 |
| 8 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. | 720.7 | Sqm | 809.75 | ₹5,83,586.83 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 0.42 | Cum | 6,710.76 | ₹2,818.52 |
| 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. | 0.33 | Qtl | 8,001.06 | ₹2,637.95 |
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