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Tender Value
₹2.3 L
EMD Value
₹4,596
Closing Date
13 Oct 2026, 5:00 pm
Executive Officer
nagar palika parishad shamli
Ward 15 barkhandi Construction of shaid frome bharkhandi road primary school
2026_DOLBU_1187726_68
330/E-T/PWC/2026-27
Open Tender
Civil Works
Percentage
30 days
Ward 15 barkhandi Construction of shaid frome bhar
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Officer
₹4,596
22 Sept 2026
22 Sept 2026
14 Oct 2026
22 Sept 2026
13 Oct 2026
22 Sept 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 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 ([DSR Rate X Bare Rare Factor Without Cost Index X District Code Index]/Base Cost Index) (177.50x0.735x110.21/107-134.37) | 2.1 | Cum | 134.35 | ₹282.14 |
| 2 | Disposal of moorum/building rubbish/ malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge (494.10x0.735x110.21/107-374.05) | 1.89 | Cum | 374.05 | ₹706.95 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) (6518.60x0.735x110.21/107-4934,90) | 1.24 | Cum | 4,934.9 | ₹6,119.28 |
| 4 | 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: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (10852.95x0.735x110.21/107-8216.22) | 1.55 | Cum | 8,216.22 | ₹12,735.14 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (107.85x0.735x110.21/107-81.64) | 121.68 | Cum | 81.6 | ₹9,929.09 |
| 6 | 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) (7370.65x0.735x110.21/107-5579.95) | 0.74 | Cum | 5,579.95 | ₹4,129.16 |
| 7 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 5.4 | Cum | 530.3 | ₹2,863.62 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement: 4 coarse sand) | 1.93 | Cum | 7,074.1 | ₹13,653.01 |
| 9 | 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) (7878.50x0.735x110.21/107 | 0.96 | Cum | 5,964.4 | ₹5,725.82 |
| 10 | CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) (357.35x0.735x110.21/107-270.53) | 16.8 | Cum | 270.5 | ₹4,544.4 |
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