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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC | ₹21.4 L | L1 | Accepted-AOC lOWEST BIDDER |
| 2 | L2₹23.2 LRejected-Finance | ₹23.2 L | L2 | Rejected-Finance Lowest Bidder 2nd |
| 3 | L3₹23.5 LRejected-Finance | ₹23.5 L | L3 | Rejected-Finance Lowest Bidder 3rd |
| 4 | L4₹24.2 LRejected-Finance | ₹24.2 L | L4 | Rejected-Finance Lowest Bidder 4th |
| 5 | L5₹24.5 LRejected-Finance | ₹24.5 L | L5 | Rejected-Finance Lowest Bidder 5th |
Tender Value
₹56 L
EMD Value
₹1.1 L
Closing Date
20 Apr 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PMGSY Division Chhatroo
Permanent restoration of PMGSY Road from L070 Link Road to Treshi District Kishtwar under UT Capex
2026_JKRRD_147134_1
e NIT No PMGSY CHD 11 of 2025 26 Dated 30 03 2026
Open Tender
CIVIL
120 days
Chhatroo
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer
₹1.1 L
Yes
19 May 2026
30 Mar 2026
21 Apr 2026
30 Mar 2026
20 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1Earth 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 kinds of soil and O.R ) | |||||
| 2Providing 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 40 mm nominal size) | |||||
| 3 | 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 andcuring complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) | 399 | Cu.m | - | - |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone | 313.53 | Cu.m | - | - |
| 5 | 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, shutteringand finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 4.56 | Cu.m | 8,422.45 | ₹38,406.37 |
| 6 | Back Filling behind R/walls, Edge Wall etc with approved material (Stone) including cost of material | 328 | Cu.m | - | - |
| 7 | Placing and laying of boulder appron laid in wire crates with 4mm dia GI wire confirming to IS 280 and Is 4826 100 mm x 100mm mesh woven diagonally incl 10 % for exztra overlap and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301. | 241.92 | Cu.m | - | - |
| 8 | Slip Clearance from road with a disposal lead of 50m and lift 1.5m in soil mixed with moorum/Kankar/Single/boulders | 1,300 | Cu.m | 331.15 | ₹4,30,495 |
| 9 | Slip clearance in soil mixed with decomposed rocks by blasting or any other means | 70.5 | Cu.m | 411.4 | ₹29,003.7 |
| 10 | Carriage of Mulba/Earth for an avegrage distance of 1 Km by MT | 611.9 | Cu.m | 250.92 | ₹1,53,536.69 |
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