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Tender ID
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
10 Apr 2026, 4:00 pmClosed
Ex. Engineer PMGSY Budgam
Office of Ex. Engineer PMGSY Budgam Near SDH Chadoora
Permanent Restoration of work T04-Budgam to Hayatpora,Package No.Jk02-98.
2026_KSRRD_147116_2
ENIT No.30/EE/PMGSY/B/E-TENDERING OF 2025-26 Dated 27-03-2026
Open Tender
Civil - Roads and Bridges
Percentage
120 days
Budgam
As per NIT
7 documents required · 7 mandatory
₹1,100
Ex. Engineer PMGSY Budgam
₹60,000
27 Mar 2026
27 Mar 2026
11 Apr 2026
27 Mar 2026
10 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1T04-Budgam to Hayatpora,Package No.JK02-98. | |||||
| 1.01 | R/wall | - | - | - | - |
| 1.02 | 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:All kinds of soil ( JKSOR 2.90 ) | - | cum | - | - |
| 1.03 | P/L of stone soling bedding (PMGSY 9.20B) | - | cum | - | - |
| 1.04 | Random Rubble masonry with hard stone in foundation and plinth
including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse
sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) (JKSOR 7.1) | - | cum | - | - |
| 1.05 | Dry random rubble masonry with hard stone in foundation and plinth:
With bond stone)(JKSOR7.3) | - | cum | - | - |
| 1.06 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete (JKSOR 4.18 | - | Sqm | - | - |
| 1.07 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10) | - | Cum | - | - |
| 1.08 | PCC Drain at RD 5/500. | - | - | - | - |
| 1.09 | 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:All kinds of soil ( JKSOR 2.90 ) | - | cum | - | - |
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