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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-Finance BASHAT CHENANI TEH CHENANI DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹1.6 Cr | L1 | Accepted-Finance BECAUSE L1 |
| 2 | L2₹1.7 CrRejected-Finance | ₹1.7 Cr | L2 | Rejected-Finance BECAUSE L2 |
| 3 | L3₹1.9 CrRejected-Finance | ₹1.9 Cr | L3 | Rejected-Finance BECAUSE L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical LIST OF TECHNICAL PERSONAL NOT ATTACHED |
| 5 | Rejected-Technical | - | - | Rejected-Technical BAR CHART NOT ENCLOSED BID CAPACITY NOT AVAILABLE AND 10 PERCENT CREDIT FACILITY FROM BANK IS MORE THAN 3 MONTH |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
27 Apr 2026, 5:00 pmClosed
Superintending Engineer PMGSY Circle Jammu
Office of the Superintending Engineer PMGSY Circle Jammu Opp Military Hospital, Tiger Division Burma Dwar, Satwari Cantt, Jammu
Permanent Restoration of road from L031 Mahan to Banjal, Pkg No. JK07-134, Block Duggain, District Kathua under Capex Budget 2025-26 (2181-PMGSY Roads) under SASCI 2025-26
2026_JKRRD_147225_1
SE/PMGSY/J/03 OF 2026-27 DATED 08-04-2026
Open Tender
Civil Works - Roads
184 days
DUGGAIN
Please refer Tender documents.
7 documents required · 7 mandatory
₹10,000
₹6.4 L
Superintending Engineer PMGSY Circle Jammu
8 Jun 2026
8 Apr 2026
28 Apr 2026
9 Apr 2026
27 Apr 2026
10 Apr 2026
10 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 |
|---|---|---|---|---|---|
| 0.0 | Earth 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 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge All Kind of Soil 90% Ordinary Rock 10% | - | Cum | - | - |
| 0.0 | 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, as directed by
Engineer-in-Charge. All kind of Soil 90% Ordinary Rock 10% | - | Cum | - | - |
| 0.0 | 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
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 0.0 | 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) | - | Cum | - | - |
| 0.0 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)
including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,
string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,
fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering
and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 0.0 | Providing and laying in position specified grade of reinforced cement concrete including
curing but excluding the cost of centering, shuttering, finishing and reinforcement. All
works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 0.0 | 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(Coping) | - | Sqm | - | - |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete above plinth level Cold twisted bars | - | Kg | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and
string courses etc. | - | Sqm | - | - |
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tech_eval.pdf
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SBD3.pdf
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BOQ_229245.xls
BOQ • 0.30 MB
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