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Tender Value
₹97,000
EMD Value
₹1,940
Closing Date
13 Aug 2026, 6:00 pm
EXECUTIVE ENGINEER REW BARAMULLA
EXECUTIVE ENGINEER REW BARAMULLA
CONSTRUCTION OF CONCRETE PATH NALLAH TO H/O YAQOOB KHAN WARD 6 UNDER ADP(PRI) GRANTS FOR YEAR 2026-27,P/H BAGNA NOORKHAH BLOCK -BIJHAMA
2026_RDPR_317868_31
158/Xen/Rew/Bla/2026-27 Dated 25/07/2026
Open Tender
Civil Works
Percentage
30 days
BARAMULLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Rural Development and Panchayati Raj
₹1,940
25 Jul 2026
25 Jul 2026
14 Aug 2026
25 Jul 2026
13 Aug 2026
25 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 manuall 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 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: all kinds of soil | - | cum | - | - |
| 2 | Providing/Laying Stone soling Nallah hand packed on level in foundation trenches incl all carraiges of material | - | Cum | - | - |
| 3 | Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10.using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level) | - | cum | - | - |
| 4 | random rubble stone masonry using local stone without bond stones in 1:6 mix/dry | - | cum | 1 | - |
| 5 | random rubble stone masonry dry using local stone without bond stones | 1 | cum | 1 | ₹1 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs and steps etc | - | sqm | - | - |
| 7 | Carriage of aggregate for 85 km avg lead by MT | 1 | cum | 1 | ₹1 |
| 8 | Carriage of sand for 75 km avg lead by MT | - | cum | 1 | - |
| 9 | Carriage of aggregate by h/l 200 mts | - | cum | 1 | - |
| 10 | Carriage of sand by h/l 200 mts | - | cum | - | - |
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BOQ_1044250.xls
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