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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | -24.50% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.3 LAdmitted-Finance | -21.70% | ₹6.3 L | L2 | Admitted-Finance |
| 3 | L3₹6.5 LAdmitted-Finance | -19.00% | ₹6.5 L | L3 | Admitted-Finance |
| 4 | L4₹6.6 LAdmitted-Finance | -18.00% | ₹6.6 L | L4 | Admitted-Finance |
| 5 | L5₹6.9 LAdmitted-Finance | -13.29% | ₹6.9 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
20 Apr 2026, 2:00 pmClosed
General Manager (Works)
Office of Addl. CEO. SASB
Construction of Super Structure of Prefabricated Huts 32ftx16 ft Comprising of 02 no rooms at Sheshnag Camp for yatra 2026.
2026_SASB_307702_4
SASB/eNIT/2026/08
Open Tender
Civil Works
30 days
Pahalgam Axis
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
J and K Bank 0110040100014077
₹16,000
23 Apr 2026
11 Apr 2026
21 Apr 2026
11 Apr 2026
20 Apr 2026
11 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth, lead upto 50meter and lift upto 1.5m, as directed by Engineer-in-Charge | 50 | Sqm | 91.75 | ₹4,587.5 | BI01010001010000000000000515BI0100001128 |
| 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). | 5.5 | cum | 5,202.9 | ₹28,615.95 | BI01010001010000000000000515BI0100001129 |
| 3 | 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) and work shall include accurate fixing of bolts in correct position,alignment and level.Complete job. | 3.5 | cum | 5,733.6 | ₹20,067.6 | BI01010001010000000000000515BI0100001130 |
| 4 | Providing and laying stone soiling / boulders duly hand packed on bed of trenches all complete job | 18.95 | cum | 900 | ₹17,055 | BI01010001010000000000000515BI0100001131 |
| 5 | Centering and Shuttering including strutting , and propping etc and removal of formwork long wall : | 35 | sqm | 286.35 | ₹10,022.25 | BI01010001010000000000000515BI0100001132 |
| 6 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement
slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. | 45 | sqm | 562.15 | ₹25,296.75 | BI01010001010000000000000515BI0100001133 |
| 7Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position using 2nd class kail wood for frame structure of huts including fixing up in appropriate position with required nails of required size with all carriages of material ( Both mechnical and head load ) from Anantnag to Chandanwari and then to site of work at Sheshnag camp . (Measurements to be taken in finished form) and shall be well seasoned ,free from defects and structural stability and safety shall be ensured as per site conditions and approved drawings. | ||||||
| 7.01 | 2nd class kail wood in frames and Vertical Posts | 1.4 | Cum | 91,650 | ₹1,28,310 | BI01010001010000000000000515BI0100001135 |
| 7.02 | Poplar Wood for Truss, purlins , rafters etc complete job | 1.2 | Cum | 74,150 | ₹88,980 | BI01010001010000000000000515BI0100001136 |
| 8 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed with required nails , washers or eqvivalent for curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required including all carriages of material ( Both mechnical and head load ) from Anantnag to Chandanwari and then to site of work at Sheshnag camp Complete Job. (Measurements to be taken in finished form). | 136 | sqm | 1,200 | ₹1,63,200 | BI01010001010000000000000515BI0100001137 |
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