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Tender Value
₹6.2 L
EMD Value
₹12,460
Closing Date
11 Aug 2026, 6:00 pm
Executive Engineer Rew Baramulla
REW BARAMULLA
Development of Playfield at Buran Zangam B, Under ADP (PRI) FY 2026-27, Panchayat Halqa Buran Zangam B, Block Pattan.
2026_RDPR_317517_12
152/Xen/Rew/Bla/2026-27 Dated 23-07-2026
Open Tender
Civil Works
Percentage
45 days
Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Executive Engineer REW Baramulla
₹12,460
23 Jul 2026
23 Jul 2026
12 Aug 2026
23 Jul 2026
11 Aug 2026
23 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: | - | Cum | - | - |
| 2 | Providing/Laying Stone soling 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). | 0.8 | Cum | - | - |
| 4 | 20% Plum in 1:3:6 cement concrete. | 1 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. | - | Sqm | - | - |
| 6 | 12 mm cement sand plaster in 1:6 mix. | - | Sqm | 1 | - |
| 7 | Providing and fixing of Information sign board and three stage photographs (Pre, post and during execution) | - | Job | - | - |
| 8 | Carriage of Sand & Crusher Bajiri for an average lead of 25 Km. | 0.6 | Cum | - | - |
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