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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹10.1 L+₹2.9 L (40.0%)Rejected-Finance | ₹10.1 L+₹2.9 L (40.0%) | L2 | Rejected-Finance L2 |
| 3 | L3₹10.9 L+₹3.7 L (52.0%)Rejected-Finance | ₹10.9 L+₹3.7 L (52.0%) | L3 | Rejected-Finance L3 |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
25 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Jammu
Executive Engineer PMGSY Division Jammu
Permanent Restoration of L048-Gajansoo Chinor Farm road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05- 175, Block Marh, District Jammu
2026_JKRRD_147727_1
e-NIT No. EE/PMGSY/J/12 of 2026-27 Dated. 18.05.2026
Open Tender
Civil Works - Roads
Percentage
30 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
₹24,000
Executive Engineer PMGSY Division Jammu
23 Jul 2026
19 May 2026
26 May 2026
19 May 2026
25 May 2026
19 May 2026
20 May 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 | 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:2.9.1 All kinds of soil : | 170.25 | Cum | 256.85 | ₹43,728.71 |
| 2 | 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) | 14.58 | Cum | 4,826.5 | ₹70,370.37 |
| 3 | 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) | 122 | Cum | 7,564.8 | ₹9,22,905.6 |
| 4 | 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) | 3.17 | Cum | 8,422.45 | ₹26,699.17 |
| 5 | Back filling behind R/wall Abutment wing wall Return wall as per drawing & technical specification. (with 50%Dumping stone including cost of stones in Horizontal on level and 50%Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc complete) | 50 | Cum | 578.15 | ₹28,907.5 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 215 | Sqm | 286.35 | ₹61,565.25 |
| 7Carriage of Material by Mechanical Transport including loading & unloading stacking at site complete. | |||||
| 7.01 | Sand nominal size average lead 10 KM by MT. | 65.68 | Cum | 279.04 | ₹18,327.35 |
| 7.02 | Stone-Aggregates nominal size average lead 20 KM by MT. | 67.07 | Cum | 409.94 | ₹27,494.68 |
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