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Tender Value
₹6.9 L
EMD Value
₹34,389
Closing Date
10 Jul 2026, 3:00 pm3d left
CHIEF ENGG NAGAR NIGAM MEERUT
NNM
Repair maintenance work of the park in front of house no. A-45 Dr. G.K. Sharma in Ward-59, Samrat Palace A Block.
2026_NNMEE_1164697_142
511/SNV-150T/2026
Open Tender
Civil Works
60 days
MEERUT
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
MUNICIPAL COMMISSIONER NAGAR NIGAM
₹34,389
3 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
10 Jul 2026
3 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 | Taking out existing CC interlocking paver blocks from footpath/ central verge, ncluding 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. | 137.99 | Sqm | 97.74 | ₹13,487.32 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. | 1.2 | Cum | 131.68 | ₹158.02 |
| 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). | 27.02 | Cum | 5,468.06 | ₹1,47,746.92 |
| 4 | 1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4gradedstoneaggregate40 mmnominal size derived from natural sources). | 1.47 | Cum | 5,771.96 | ₹8,484.79 |
| 5 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool,applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). | 349.98 | Sqm | 862.24 | ₹3,01,765.86 |
| 6 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer,including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 15 mm wide and 15 mm deep groove. | 1,614 | mtr | 55.75 | ₹89,982.87 |
| 7 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. | 106.02 | Sqm | 126.64 | ₹13,426.06 |
| 8 | Centering and shuttering with 12 mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. | 22.4 | Sqm | 79.23 | ₹1,774.79 |
| 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-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1.96 | Cum | 6,710.76 | ₹13,153.1 |
| 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. | 442.32 | K.g | 80.01 | ₹35,390.28 |
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