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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAdmitted-Finance | ₹25.4 L | L1 | Admitted-Finance |
| 2 | L2₹27.9 L+₹2.5 L (9.97%)Admitted-Finance | ₹27.9 L+₹2.5 L (9.97%) | L2 | Admitted-Finance |
| 3 | L3₹28.1 L+₹2.7 L (10.7%)Admitted-Finance | ₹28.1 L+₹2.7 L (10.7%) | L3 | Admitted-Finance |
| 4 | L4₹28.5 L+₹3.2 L (12.4%)Admitted-Finance | ₹28.5 L+₹3.2 L (12.4%) | L4 | Admitted-Finance |
| 5 | L5₹29.8 L+₹4.4 L (17.5%)Admitted-Finance | ₹29.8 L+₹4.4 L (17.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S GHULAM MOHD L4 | M/S ALI KHAN L2 | Smt. Habiba Banoo L5 | M/S MOHMAD ABASS L6 | M/S AHMAD ALI CHOMAL L7 | M/S MOHMMAD SOALAH L1 | M/S ROQIYA BANOO L8 | M/S Khadim Hussain Shargol L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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: | |||||||||||
| 1.10 | All kinds of Soil (80% of total) | 115.3 | Cum | 200 ₹23,060 | 250 ₹28,825 | 200 ₹23,060 | 180 ₹20,754 | 180 ₹20,754 | 150 ₹17,295 Lowest | 260 ₹29,978 | 150 ₹17,295 Lowest |
| 1.20 | Ordinary Rock (20% of total) | 28.82 | Cum | 200 ₹5,764 | 400 ₹11,528 | 300 ₹8,646 | 650 ₹18,733 | 350 ₹10,087 | 200 ₹5,764 | 1,100 ₹31,702 | 150 ₹4,323 Lowest |
| 2.00 | Dry stone pitching (any thickness) excluding cost of stones. On horizontals | 50.9 | Cum | 200 ₹10,180 Lowest | 600 ₹30,540 | 500 ₹25,450 | 350 ₹17,815 | 1,500 ₹76,350 | 300 ₹15,270 | 500 ₹25,450 | 200 ₹10,180 Lowest |
| 3.00 | 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 graded
stone aggregate 20 mm nominal size derived from natural sources) | 36.5 | Cum | 5,500 ₹2,00,750 | 4,600 ₹1,67,900 | 4,500 ₹1,64,250 | 4,400 ₹1,60,600 Lowest | 4,500 ₹1,64,250 | 4,800 ₹1,75,200 | 7,000 ₹2,55,500 | 4,800 ₹1,75,200 |
| 4.00 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 23.54 | Cum | 8,000 ₹1,88,320 | 6,700 ₹1,57,718 | 8,000 ₹1,88,320 | 6,400 ₹1,50,656 | 6,000 ₹1,41,240 Lowest | 6,500 ₹1,53,010 | 11,500 ₹2,70,710 | 8,500 ₹2,00,090 |
| 5.00 | 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. | 108.67 | Cum | 150 ₹16,300.5 | 250 ₹27,167.5 | 300 ₹32,601 | 250 ₹27,167.5 | 190 ₹20,647.3 | 200 ₹21,734 | 100 ₹10,867 Lowest | 200 ₹21,734 |
| 6.00 | Cement concrete flooring1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate) finished 40 mm thick with 20 mm nominal size stone aggregate | 180 | Sqm | 400 ₹72,000 | 300 ₹54,000 | 600 ₹1,08,000 | 230 ₹41,400 Lowest | 1,000 ₹1,80,000 | 300 ₹54,000 | 350 ₹63,000 | 340 ₹61,200 |
| 7.00Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||||||||
| 7.10 | Foundations, footings, bases of columns, etc. for mass concrete
Column Footings I:
Column Step II
M10 | 69.12 | Sqm | 100 ₹6,912 Lowest | 200 ₹13,824 | 300 ₹20,736 | 150 ₹10,368 | 650 ₹44,928 | 200 ₹13,824 | 300 ₹20,736 | 159 ₹10,990.08 |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
12 Jun 2026, 2:00 pmClosed
Executive Engineer Mechanical Division Kgl
office of Executive Engineer Mechanical Division Kgl
Construction of additional floor at divisional store Kurbathang including roofing and walling around machine shed of Mechanical Engineering Department Kargil by way of Construction of Heavy Machinery shed at Kurbathang Kargil.
2026_PWD_19027_1
MDK/E-NIT/03/2026-27
Open Tender
Civil Works - Others
Turn-key
45 days
Mechanical Division Kargi
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Executive Engineer Mechanical Division
₹90,000
office of ExecutiveEngineer Mechanical Divisio Kgl
16 Jun 2026
4 Jun 2026
13 Jun 2026
6 Jun 2026
12 Jun 2026
6 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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: | |||||
| 1.1 | All kinds of Soil (80% of total) | 1 | Cum | - | - |
| 1.2 | Ordinary Rock (20% of total) | - | Cum | - | - |
| 2 | Dry stone pitching (any thickness) excluding cost of stones. On horizontals | 1 | Cum | - | - |
| 3Providing 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 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 4 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | - | - |
| 5Filling 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. | |||||
| 6Cement concrete flooring1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate) finished 40 mm thick with 20 mm nominal size stone aggregate | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 7.1 | Foundations, footings, bases of columns, etc. for mass concrete
Column Footings I:
Column Step II
M10 | - | Sqm | - | - |
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