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Tender Value
₹71.7 L
EMD Value
₹3.6 L
Closing Date
31 Jul 2026, 5:00 pm2d left
EXECUTIVE ENGINEER
MVDA, MATHURA
WORK NO. 03 MATHURA ISTHIT VRINDAVAN ME RATAN CHATRI FLOWER MANAGEMENT BUILDING KI SADKO KA KARYA
2026_UPMVD_1171331_2
18/MVDA/2026-27
Open Tender
Civil Works
Lump-sum
90 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Secretary
₹3.6 L
22 Jul 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
31 Jul 2026
22 Jul 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 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.All kinds of soil DSR 2023 ITEM NO. 2.8.1 | 423 | CUM. | 189 | ₹79,947 |
| 2 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift, All kinds of soil DSR 2023 ITEM NO. 2.2.1 | 344 | CUM. | 287 | ₹98,728 |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR 2023 ITEM NO. 16.83 | 876 | Sqm | 95 | ₹83,220 |
| 4 | Cartage of dismantling material 1 km. distance UPPWDSOR 2023-24 NO3 PAGE NO. 16A | 838 | CUM. | 47.7 | ₹39,972.6 |
| 5 | Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401 As per Analysis PWD (MORTH) | 196 | CUM. | 2,572 | ₹5,04,112 |
| 6 | 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023 ITEM NO. 4.1.8 | 207 | CUM. | 4,960 | ₹10,26,720 |
| 7 | 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 DSR 2023 ITEM NO. 6.1.1 | 127 | CUM. | 5,366 | ₹6,81,482 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 ITEM NO. 4.1.3 | 18 | CUM. | 5,736 | ₹1,03,248 |
| 9 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand ,DSR 2023 ITEM NO. 13.7.2 | 689 | sqm | 309 | ₹2,12,901 |
| 10 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately,DSR 2023 ITEM NO. 16.43.1 | 294 | CUM. | 7,666 | ₹22,53,804 |
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