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Tender Value
Refer Docs
EMD Value
₹29,400
Closing Date
2 Sept 2026, 4:00 pm5d left
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Construction of from Sonigam Jalpora via Hanjikhar to Sonigam Tarigam main road
2026_PWDJK_321549_5
57/2026-27/RnB/Kul/5576-86 Dtd 19-08-2026
Open Tender
Civil Works
Percentage
30 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
No 0470010200000099
₹29,400
20 Aug 2026
20 Aug 2026
3 Sept 2026
20 Aug 2026
2 Sept 2026
20 Aug 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 |
|---|---|---|---|---|---|
| 1Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. | |||||
| 2Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60cm girth upto and including 120 cm girth. | |||||
| 3 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120cm girth upto and including 240 cm girth. | - | No | 1 | - |
| 4Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | |||||
| 5P/L Of RCC Pipes | |||||
| 5.01 | P/L of RCC Spun Pipes of rquired dia to the recorded crsoos slope in proper position with proper cushion including trench excavation and refiling of excavated material as proper cushion incld: all carraiges involved wih loading and unloading all complete | - | - | - | - |
| 5.02 | 400mm Dia | 1 | RM | - | - |
| 5.03 | 450mm Dia | 1 | RM | 1 | ₹1 |
| 5.04 | 600mm Dia | 1 | RM | 1 | ₹1 |
| 5.05 | 900mm Dia | - | RM | 1 | - |
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