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Tender Value
₹3.0 L
EMD Value
₹5,960
Closing Date
4 Aug 2026, 6:55 pm
Executive Engineer REW Poonch
Executive Engineer REW Poonch
PLEASE REFER BOQ
2026_RDPR_316823_8
e-NIT No. 21 of REW Poonch 2026-27 Dated 24-07-2026
Open Tender
Civil Works
Percentage
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Poonch
₹5,960
24 Jul 2026
24 Jul 2026
5 Aug 2026
24 Jul 2026
4 Aug 2026
24 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) 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 dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 1 | cum | 256.85 | ₹256.59 |
| 2 | Providing and Laying of stone solling with complete job | - | CUM | 1,235.5 | - |
| 3 | 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 : 6graded stone aggregate 20 mm nominal size) with 30% stones | 1 | cum | 4,294.37 | ₹4,290.08 |
| 4 | 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 | 1 | cum | 218.4 | ₹218.18 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 55.59 | sqm | 286.35 | ₹15,918.2 |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe | 10 | rmt | 3,951.65 | ₹39,516.5 |
| 7 | Carriage of sand/Agg. by 20 KM by MT | 49.92 | cum | 409.94 | ₹20,464.2 |
| 8 | Carriage of HP Pipe 900 mm dia by 100 Km. by MT | 10 | Rmt | 706.5 | ₹7,065 |
| 9 | Add Cost of CIB | 1 | No | 1,000 | ₹1,000 |
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