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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹57.9 LAdmitted-Finance 00 LALPUR KICHHA ROAD RUDRAPUR KICHHA RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263148 | UDAM SINGH NAGAR | UTTARAKHAND | 263148 | -34.01% | ₹57.9 L | L1 | Admitted-Finance |
| 2 | L2₹58.1 L+₹21,929.98 (0.38%)Admitted-Finance | -33.76% | ₹58.1 L+₹21,929.98 (0.38%) | L2 | Admitted-Finance |
| 3 | L3₹59.4 L+₹1.6 L (2.70%)Admitted-Finance | -32.23% | ₹59.4 L+₹1.6 L (2.70%) | L3 | Admitted-Finance |
| 4 | L4₹60.7 L+₹2.8 L (4.86%)Admitted-Finance | -30.80% | ₹60.7 L+₹2.8 L (4.86%) | L4 | Admitted-Finance |
| 5 | L5₹62.7 L+₹4.8 L (8.27%)Admitted-Finance D 61 PALLAVPURAM PHASE I MRT MEERUT | MEERUT | -28.55% | ₹62.7 L+₹4.8 L (8.27%) | L5 | Admitted-Finance |
Tender Value
₹87.7 L
EMD Value
₹1.8 L
Closing Date
17 Aug 2026, 12:00 pmClosed
CE MeDA
CE Office MeDA Campus, Meerut
Construction of an interlocking tile shoulder along the side of the CC road from the culvert on the main road to Royal Residency, and from Royal Residency to Lalsana Road, in Pallavpuram Scheme Phase-I.
2026_MDAUP_1172146_1
45022_1 Dated 22 July 2026
Open Tender
Civil Works
Percentage
180 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
₹1.8 L
18 Sept 2026
25 Jul 2026
18 Aug 2026
25 Jul 2026
17 Aug 2026
25 Jul 2026
25 Jul 2026 - 17 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 | DSR/23/.15.58 - Demolishing RCC. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.(0.7418 X 2818.90 = 2091.06) | 197.63 | Cum | 2,091.06 | ₹4,13,256.19 |
| 2 | AR - Brick work with common burnt clay FPS (non modular) bricks of class designation 12.5 in Foundation plinth level in cement mortar 1:6(1 cement : 6 coarse sand) | 0.91 | Cum | 5,740 | ₹5,223.4 |
| 3 | 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) | 5.72 | Sqm | 265.08 | ₹1,516.26 |
| 4 | DSR/2023/4.10 - Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) ( 410.85 X 0.7418 = 304.77 ) | 71.3 | Sqm | 304.77 | ₹21,730.1 |
| 5 | AR - Construction of Granular sub base by providing close graded material (53mm-9.5mm=50%, 9.5mm-2.36mm 20% & 2.36mm below 30%) mixing in a machanical mix plant at OMC, Carriage of mix materials to work site, spreading in uniform layers with mortar grader on prepared surface and compacting with vibratory power roller to achieve the desire dencity complete as per clouse 401. MORT&H Analysis | 713.63 | Cum | 3,610.33 | ₹25,76,439.8 |
| 6 | DSR/23 - 0369 - Plastic sheet 1.25 mm thick for dowel bare | 1,317.5 | Sqm | 27 | ₹35,572.5 |
| 7 | DSR/2023/4.1.2 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1.1½.3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources (0.7418 X 8340.85 = 6187.24) | 243.35 | Cum | 6,187.24 | ₹15,05,664.85 |
| 8 | DSR/2023/5.9.5 - Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders,Lintels, beams, plinth beams, girders, bressumers and cantilevers ( 736.40 X 0.7418 = 546.26). | 238.7 | Sqm | 546.26 | ₹1,30,392.26 |
| 9 | DSR/2023/5.22.6. - M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorized overlapping shall be measured and including cost of binding wire. (107.85X.7418=80.00 KG) | 14,832 | Kg | 80 | ₹11,86,560 |
| 10 | DSR/2023/19.19.3.1 - Gray Heavy Duty Round RCC Manhole Cover, For Sewer, 560 mm dia -1675.70X0.7418-1243.03 | 9 | NOS | 1,243.03 | ₹11,187.27 |
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