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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹19.6 L
EMD Value
₹39,100
Closing Date
8 May 2026, 4:00 pmClosed
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Upgradation of Turigam Interior Roads
2026_PWDJK_308645_2
08/2026-27/RnB/Kul/811-21 dated 24-04-2026
Open Tender
Civil Works
Percentage
30 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
MH 0059
₹39,100
8 May 2026
25 Apr 2026
9 May 2026
25 Apr 2026
8 May 2026
25 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 |
|---|---|---|---|---|---|
| 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. | |||||
| 2Beyond 30 cm girth upto and including 60 cm girth. | |||||
| 3Beyond 60 cm girth upto and including 120 cm girth. | |||||
| 4Engagement of JCB for site clearance and removal of bushes and disposal of unserviceabale mtaerial as per directions of Engineer incharge | |||||
| 5P/L of RCC Spun Pipes (NPS) 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 | |||||
| 5.01 | 400mm Dia | - | RM | - | - |
| 5.02 | 450mm Dia | - | RM | 1 | - |
| 5.03 | 600mm dia | 1 | RM | 1 | ₹1 |
| 6Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 1.00 Kms meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | |||||
| 7P/L of RBM/GSB with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to rfequired camber and grade including cost and carriage of material involved with loading and unloading all complete | |||||
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