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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.51Accepted-Finance | ₹49.51 | L1 | Accepted-Finance L1 |
| 2 | L2₹42Rejected-Finance | ₹42 | L2 | Rejected-Finance L2 |
| 3 | L3₹0.15Rejected-Finance | ₹0.15 | L3 | Rejected-Finance L3 |
| 4 | L4₹15Rejected-Finance | ₹15 | L4 | Rejected-Finance ABOVE 15 L4 |
Tender Value
₹6.3 L
EMD Value
₹13,000
Closing Date
9 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION BILLAWAR
ward no. 7 tilla billawar
Construction of 18 Mtr Span Single Lane Through Type Steel Motorable Bridge in Km 7th RD 6/200 to 6/300 On L029 T01 to Balzadi Pkg NoJK07-243
2026_JKRRD_147167_2
01/EE/PMGSY/B OF 2026-27 DATED 01/04/2026
Open Tender
Civil Works - Bridge Construction
30 days
BILLAWAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹600
₹13,000
EXECUTIVE ENGINEER PMGSY DIVISION BILLAWAR
2 May 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
3 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 |
|---|---|---|---|---|---|
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 | - | Cum | - | - | |
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 | - | - | |
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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
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) | - | Cum | - | - | |
Dry random rubble masonry with hard stone in foundation and plinth with bond stone. | - | Cum | - | - | |
Dumping stone including cost of stones in Horizontal on level | - | Cum | - | - | |
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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - | |
Carriage of Material by mechanical transport from source to site of work includidng loading/un-loading complete
Sand for and average distance 70 kms | - | Cum | - | - | |
Stone aggregate Above 40 mm nominal size for and average distance 70 km | - | Cum | - | - |
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