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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAdmitted-Finance | ₹20.2 L | L1 | Admitted-Finance |
| 2 | L2₹23.3 LAdmitted-Finance | ₹23.3 L | L2 | Admitted-Finance |
| 3 | L3₹23.8 LAdmitted-Finance | ₹23.8 L | L3 | Admitted-Finance |
| 4 | L4₹25.2 LAdmitted-Finance LEH | ₹25.2 L | L4 | Admitted-Finance |
| 5 | L5₹25.7 LAdmitted-Finance | ₹25.7 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S NISSAR ALI L2 | M/s Mehdi L7 | M/S MOHMMAD SOALAH L3 | M/S ZAKIR HUSSAIN L4 | M/S MOHD HASAN L1 | M/S fieza banoo L5 | M/S MOHD HASSAN L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of permanent shed for departmental vehicles at Barsoo Kargil | ||||||||||
| 1.10 | Earthwork in excavation by mechanical means (Hydraulicexcavator) overareas (exceeding 30 cmin depth,1.5min width as well as 10 sqm on plan) including getting out and disposal of excavated earth leadupto50mandliftupto1.5m,as directed by Engineer-in-charge. | 150 | Cum | 350 ₹52,500 | 220 ₹33,000 | 100 ₹15,000 | 150 ₹22,500 | 150 ₹22,500 | 200 ₹30,000 | 150 ₹22,500 |
| 1.20Earth 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 notexceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: | ||||||||||
| 1.30 | All kinds of Soil (80% of total) | 31.48 | Cum | 350 ₹11,018 | 250 ₹7,870 | 150 ₹4,722 | 150 ₹4,722 | 129 ₹4,060.92 | 200 ₹6,296 | 200 ₹6,296 |
| 1.40 | Ordinary Rock (20% of total) | 7.87 | Cum | 450 ₹3,541.50 | 300 ₹2,361 | 200 ₹1,574 | 300 ₹2,361 | 168 ₹1,322.16 | 250 ₹1,967.50 | 300 ₹2,361 |
| 1.50 | Providing and lying stone soling in the bed including all sort of carriage | 24.1 | Cum | 850 ₹20,485 | 600 ₹14,460 | 300 ₹7,230 | 400 ₹9,640 | 280 ₹6,748 | 300 ₹7,230 | 400 ₹9,640 |
| 1.60 | Providing and lying in position Plain cement concrete of specified grade M7.5(1:4:8) using 40mm nominal size nallah aggregate excluding cost of centering and shuttering. | 4.92 | Cum | 6,500 ₹31,980 | 5,500 ₹27,060 | 4,000 ₹19,680 | 4,500 ₹22,140 | 2,800 ₹13,776 | 4,400 ₹21,648 | 4,500 ₹22,140 |
| 1.70 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) | 46.5 | Cum | 5,500 ₹2.6 L | 6,000 ₹2.8 L | 4,500 ₹2.1 L | 5,000 ₹2.3 L | 3,600 ₹1.7 L | 5,800 ₹2.7 L | 5,500 ₹2.6 L |
| 1.80 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in M20 (1:1.5:3) mix. | 29.68 | Cum | 4,500 ₹1.3 L | 7,500 ₹2.2 L | 5,000 ₹1.5 L | 7,000 ₹2.1 L | 5,600 ₹1.7 L | 9,150 ₹2.7 L | 7,500 ₹2.2 L |
| 1.90 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 21.73 | Cum | 450 ₹9,778.50 | 200 ₹4,346 | 150 ₹3,259.50 | 200 ₹4,346 | 70 ₹1,521.10 | 300 ₹6,519 | 150 ₹3,259.50 |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
6 Feb 2026, 2:00 pmClosed
Executive Engineer Mechanical Division Kargil.
Office of the Executive Engineer Mechanical Division Kargil.
Construction of Permanent shed for departmental vehicles at Barsoo Kargil
2026_PWD_18424_1
MDK/E-NIT/65 of 2025-26
Open Tender
Civil Works - Others
Kargil
Please refer Tender documents.
6 documents required · 6 mandatory
₹700
Executive Engineer Mechanical Division Kargil
₹80,000
12 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
Construction of permanent shed for departmental vehicles at Barsoo Kargil
Earthwork in excavation by mechanical means (Hydraulicexcavator) overareas (exceeding 30 cmin depth,1.5min width as well as 10 sqm on plan) including getting out and disposal of excavated earth leadupto50mandliftupto1.5m,as directed by Engineer-in-charge.
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 notexceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:
All kinds of Soil (80% of total)
Ordinary Rock (20% of total)
Providing and lying stone soling in the bed including all sort of carriage
Providing and lying in position Plain cement concrete of specified grade M7.5(1:4:8) using 40mm nominal size nallah aggregate excluding cost of centering and shuttering.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in M20 (1:1.5:3) mix.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Cement concrete flooring1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate) finished 40 mm thick with 20 mm nominal size stone aggregate
Formwork for concrete casting including strutting, propping removal and stacking.
R/F of RCC work including cutting placing in complete Job @1.2Quintal per cum of RCC.
Supplying and filling in plinth with fine sand under floor, including, watering, ramming consolidating and dressing complete.
Structural steel work riveted, bolted or welded in builtup sections, trusses and framed work, including and applying a priming coat of approved steel primer all complete.
Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diametre with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surfaces),excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m3
Providing ridges or hips of width 60cm over all width plainG.S.sheet fixed with polymer coated J or L hooks,bolts and nuts 8mm diaG.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m3
Carriage of different material from source to site of work
Carriage of cement and Steel by MT at an avg lead of 60 kms
Carriage of Sand and Bajree at an avg lead of 20 kms
Electric Work
Supply installation/testing & commissioning of LED flood light(25-30W) with complete accessories .
S/F following modular switch/socket on the existing modular plate and switch box including connection modular plate etc. as required all complete Job
16 amp switch
6 pin, 16 amp Socket outlet
Wiring for heating point in circuit/submains wiring along with earth wire of following sizes FRLS PVC insulated copper conductor single core cable in surface. 2 x 6 sqmm + 1 x 4 sqmm earth wire
Providing and fixing control board including mcb and all accessories of required qty and all accessories in complete Job
Providing and fixing alumunium main line 2 core of approved quality as direction of engineer Incharge
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