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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹82.5 LAdmitted-Finance | -27.54% | ₹82.5 L | L1 | Admitted-Finance |
| 2 | L2₹89.7 L+₹7.2 L (8.74%)Admitted-Finance 00 LALPUR KICHHA ROAD RUDRAPUR KICHHA RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263148 | UDAM SINGH NAGAR | UTTARAKHAND | 263148 | -21.21% | ₹89.7 L+₹7.2 L (8.74%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹22.6 L (27.4%)Admitted-Finance | -7.67% | ₹1.1 Cr+₹22.6 L (27.4%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹24.8 L (30.1%)Admitted-Finance | -5.76% | ₹1.1 Cr+₹24.8 L (30.1%) | L4 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
25 Jun 2026, 12:00 pmClosed
CE MeDA
CE Office MeDA Campus, Meerut
Strengthening work of Shatabdi Nagar Scheme 12 m road (from 45 m road to 30 m road) between Sector-1 Pocket B and C and development work in commercial plots (4 to 6 and 19 to 21) of Sector-01 Pocket-B.
2026_MDAUP_1153517_1
35121_1 Dated 15 May 2026
Open Tender
Civil Works
Percentage
545 days
Meerut
Tender Fee, EMD and other documents as per the Tender/NIT
2 documents required · 2 mandatory
₹5,700
As per the Tender/NIT
₹2.3 L
29 Jul 2026
29 May 2026
26 Jun 2026
29 May 2026
25 Jun 2026
29 May 2026
29 May 2026 - 25 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 | Part - 01 | - | - | - | - |
| 2 | (DSR) 2023/ No - 2.8.1 - 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 up to 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. (260.30x 0.7418=193.09) | 100.8 | Cum | 193.09 | ₹19,463.47 |
| 3 | DSR/23/ 4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level : 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived fromnatural sources) - (6812x.7418=5053.14) | 31.68 | Cum | 5,053.14 | ₹1,60,083.48 |
| 4 | AR - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 55.08 | Cum | 5,740 | ₹3,16,159.2 |
| 5 | DSR /2023/13.4.1 - 12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 CEMENT: 4 Coarse.2 1:6 (1 cement: 6 coarse sand) (357.35x.7418=265.08) | 194.4 | Sqm | 265.08 | ₹51,531.55 |
| 6 | DSR-2023/5.1.2 - 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (0.7418 x 9045.75 = 6710.14) | 6.18 | Cum | 6,710.14 | ₹41,468.67 |
| 7 | DSR/5.2.2 - Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: :1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) ( 0.7418 X 10852.75 = 8050.72 ) | 23.76 | Cum | 8,050.72 | ₹1,91,285.11 |
| 8 | DSR-2023/item.5.22A.6 - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete below plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,796.56 | KG | 80 | ₹2,23,724.8 |
| 9 | DSR/2023/2.1.1 - Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: ::(129.85x0.7418) | 243 | Cum | 96.32 | ₹23,405.76 |
| 10 | AR - Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directionsof Engineerin- Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 284.7 | Cum | 3,338.2 | ₹9,50,385.54 |
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