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Tender Value
₹93.3 L
EMD Value
₹1.9 L
Closing Date
6 Oct 2026, 2:00 pm6d left
XEN HYDRAULIC DIVISION KISHTWAR
XEN HYDRAULIC DIVISION KISHTWAR
REFER BOQ
2026_PHE_326417_2
e-NIT No. 54 of 2026-27 Dated. 29-09-2026
Open Tender
Civil Works
Percentage
90 days
Kishtwar
REFER NIT
2 documents required · 2 mandatory
₹1,500
XEN HYDRAULIC DIVISION KISHTWAR
₹1.9 L
29 Sept 2026
29 Sept 2026
6 Oct 2026
29 Sept 2026
6 Oct 2026
29 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 manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including ressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 2.8.1 All kinds of soil | - | Cum | 479.3 | - |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | 5,202.9 | - |
| 3 | CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | 5,733.6 | - |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | - | Cum | 2,793.8 | - |
| 5 | Providing, laying & jointing HDPE Pipes of specified grade confirming to IS 4984-2016 with latest ammendments & conveying to work site incl. loading unloading at both destinations & rolling & lowering into trenches, laying true to line & jointing of pipes & specials with electrofusion welding, giving hydraulic test as per revelent ISS with all lead & lifts incl. encasing the pipe alround to depth of 15cms, or selected earth avaliable from the execaution, testing & commissioning. the rate is exclusive of required specials and fitting whenever neccessary. HDPE Grade PE80-PN 10.0, 160 mm | 1,000 | Cum | 1,188 | ₹11,88,000 |
| 6 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,
buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement..2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | 9,395.7 | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level | - | Kg | 123.2 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns | - | Sqm | 286.35 | - |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking. | 147 | Cum | 180.55 | ₹26,540.85 |
| 10 | Carriage of Sand & 20 mm Agg. from nearest source to road side of work for an avg. Disttance 27 Km by Mechanical Transport | 635.36 | Cum | 487.22 | ₹3,09,558.64 |
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