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Tender ID
Tender Value
₹97.1 L
EMD Value
₹1.8 L
Closing Date
8 May 2026, 4:00 pmClosed
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Restoration of Road from Pirtakya to Zadran.
2026_PWDJK_308509_1
07/2026-27/RnB/Kul/740-50 dated 23-04-2026
Open Tender
Civil Works
Percentage
120 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
MH 0059
₹1.8 L
7 May 2026
24 Apr 2026
9 May 2026
24 Apr 2026
8 May 2026
24 Apr 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 | Providing & laying of RCC spun pipes (NP2) i/c necessary earthwork in excavation and filling cushion over pipes i/c cost and carriages of all materials complete. | - | - | - | - |
| 2 | 900 mm Dia Pipe (36'') | - | Rm | - | - |
| 3 | Engagement of JCB for Site clearance , dressing and leveling, dismentaling, Scaryfying the old surface, disposal of excavated/dismentalled materials as per the directions of Engineer-in-charge. | - | Hr | - | - |
| 4 | Supplying, filling of RBM , laying, levelling and compacting of (Available locally) in layers not exceeding 200 mm in thickness over the dressed surface including all carriages complete from Adjacent Nallah. | - | Cum | - | - |
| 5 | Providing and Laying water Bound Macadam with specified stone aggregate, stone screening and binding material incld. Screening sorting, spreading to template and consolidation with PRR of 8-10 tonne capacity; Base course with 63-45 mm size , screening 13.2 mm size incld. all labour charges etc complete. | - | Cum | - | - |
| 6 | Construction of Crate Wall | - | - | - | - |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: | - | Cum | - | - |
| 8 | Crate work with Nallah (locally available source) stones from approved source incld. Hand packing of stones, cost of stones incld. Cost/tightening of crates (woven G.I crates 100 mmx 100 mesh size) and weight not less than 54 kgs per crate incld. All carriages involved, cost of crates & stones. | - | Cum | - | - |
| 9 | Channelising of river by excavation, widening, deepening, straightening, trimming the grading bed and sand slopes incld. Removal of shawls silt , boulders and other abstractions, disposal of excavated material within specified lead and lift including dewatering of Nallah & dewatering of foundation trenches, diversion of flow and all incidental works complete direction of Engineer-in-charge. | - | Cum | - | - |
| 10 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) incld. all carriages. | - | Cum | - | - |
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