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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.9 LAdmitted-Fee/PreQual/Technical/Finance | -35.44% | ₹10.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.0 L+₹4.0 L (37.0%)Admitted-Fee/PreQual/Technical/Finance | -11.55% | ₹15.0 L+₹4.0 L (37.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
29 Apr 2026, 4:30 pmClosed
Executive Engineer PMGSY Division Baramulla
Executive Engineer PMGSY Division Baramulla
Permanent Restoration of road from L023 Muqami shaheedmir to Charhar_Package No. JK03 258
2026_KSRRD_147376_2
01/EE/PMGSY/Bla/e-Tendering of 2026-27
Open Tender
CIVIL
Percentage
30 days
Baramulla
Please refer Tender documents.
9 documents required · 9 mandatory
₹800
Executive Engineer PMGSY Division Baramulla
₹40,000
7 May 2026
24 Apr 2026
30 Apr 2026
24 Apr 2026
29 Apr 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 | PCC Drain | - | - | - | - |
| 2 | 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 | 78.3 | cum | - | - |
| 3 | Type B (First class bedding) Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 13.5 | cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) M-10 grade including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 10.13 | cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding 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) M-15 grade including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | - | cum | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | - | Sqm | - | - |
| 7 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | - | Sqm | - | - |
| 8 | R-Wall | - | - | - | - |
| 9 | 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 | - | cum | - | - |
| 10 | Random Rubble masonry with Quarry stone in foundation and plinth with: Cement mortar 1:6 (1 Cement : 6 coarse sand) 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
including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | - | cum | - | - |
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