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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Finance AMKOTE TEHSIL BANIHAL DISTRICT RAMBAN | BANIHAL | RAMBAN | JAMMU KASHMIR | 182146 | -50.86% | ₹6.3 L | L1 | Admitted-Finance |
| 2 | L2₹7.6 LAdmitted-Finance | -39.99% | ₹7.6 L | L2 | Admitted-Finance |
| 3 | L3₹8.1 LAdmitted-Finance | -36.15% | ₹8.1 L | L3 | Admitted-Finance |
| 4 | L4₹9.6 LAdmitted-Finance | -25.00% | ₹9.6 L | L4 | Admitted-Finance |
| 5 | L5₹10.2 LAdmitted-Finance | -20.10% | ₹10.2 L | L5 | Admitted-Finance |
Tender Value
₹12.7 L
EMD Value
₹25,480
Closing Date
16 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Ramban
Executive Engineer PMGSY Division Ramban HQ Batote
Permanent Restoration of Kanthamorh to Mahakund road, Package No. JK14-45, Stage-I, Block Sangaldan Distt. Ramban, Length 4.50 kms by way of construction of crated walling and Semi pucca R wall under SASCI.
2026_JKRRD_147565_1
e NIT No EE/PMGSY/DR/72 of 2026_27 Dated_ 11/05/2026
Open Tender
Civil Works - Roads
60 days
Executive Engineer PMGSY Division Ramban
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer PMGSY Division Ramban
₹25,480
Executive Engineer PMGSY Division Ramban HQ Batote
19 May 2026
11 May 2026
18 May 2026
11 May 2026
16 May 2026
11 May 2026
11 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 | Item Code |
|---|---|---|---|---|---|---|
| 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: All kinds of soils | 222 | Cum | 256.85 | ₹57,020.7 | item 01 |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 3 | Cum | 5,202.9 | ₹15,608.7 | - |
| 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 and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) | 41.15 | Cum | 5,402.9 | ₹2,22,329.34 | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 10.15 | sqm | 286.35 | ₹2,906.45 | - |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth/ superstructure without bond stone. | 18.45 | Cum | 2,793.8 | ₹51,545.61 | - |
| 6 | Providing and laying of coping 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 | 12.45 | sqm | 416.5 | ₹5,185.42 | - |
| 7 | Construction of crate work by way of handpacking of stones in wire crates including cost of stones & crates with 4 mm dia GI wire conforming to IS :280 and IS 4826 in 100 mm x100 mm mesh (woven Diagonally) | 423.35 | Cum | 1,823.46 | ₹7,71,961.79 | - |
| 8 | Back Filling with available matirals in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 43.35 | Cum | 218.4 | ₹9,467.64 | - |
| 9 | Carriage of sand from source to site of work for an avg. lead of 125 km by MT including loading/unloading complete | 15.15 | Cum | 1,569.14 | ₹23,772.47 | - |
| 10 | Carriages of Stone Aggregate from source to site of work by MT for an average lead of 30.00 km including loading and unloading complete | - | Cum | 520.34 | - | - |
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