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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAdmitted-Finance | ₹24.3 L | L1 | Admitted-Finance |
| 2 | L2₹26.7 L+₹2.3 L (9.66%)Admitted-Finance | ₹26.7 L+₹2.3 L (9.66%) | L2 | Admitted-Finance |
| 3 | L3₹27.0 L+₹2.7 L (11.0%)Admitted-Finance | ₹27.0 L+₹2.7 L (11.0%) | L3 | Admitted-Finance |
| 4 | L4₹27.8 L+₹3.5 L (14.2%)Admitted-Finance | ₹27.8 L+₹3.5 L (14.2%) | L4 | Admitted-Finance |
| 5 | L5₹28.6 L+₹4.3 L (17.7%)Admitted-Finance | ₹28.6 L+₹4.3 L (17.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NAZIR HUSSAIN L5 | M/S ASGAR ALI L4 | M/S MOHMAD ABASS L2 | M/S LIYAQUAT ALI L6 | FATIMA L7 | Smt. Habiba Banoo L3 | M/S ZEESHAN ALI L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 90 ₹10,377 | 185.6 ₹21,399.68 | 100 ₹11,530 | 70 ₹8,071 Lowest | 201.94 ₹23,283.68 | 100 ₹11,530 | 100 ₹11,530 |
| 1.20 | Ordinary Rock (20% of total) | 28.82 | Cum | 350 ₹10,087 | 350 ₹10,087 | 200 ₹5,764 | 100 ₹2,882 Lowest | 420.99 ₹12,132.93 | 100 ₹2,882 Lowest | 200 ₹5,764 |
| 2.00 | Dry stone pitching (any thickness) excluding cost of stones. On horizontals | 50.9 | Cum | 500 ₹25,450 | 799.5 ₹40,694.55 | 200 ₹10,180 | 120 ₹6,108 Lowest | 434.5 ₹22,116.05 | 300 ₹15,270 | 300 ₹15,270 |
| 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 | 4,300 ₹1,56,950 | 5,001.5 ₹1,82,554.75 | 3,500 ₹1,27,750 Lowest | 6,000 ₹2,19,000 | 6,668.18 ₹2,43,388.57 | 4,500 ₹1,64,250 | 5,500 ₹2,00,750 |
| 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 | 7,500 ₹1,76,550 | 8,909.7 ₹2,09,734.34 | 5,600 ₹1,31,824 Lowest | 6,500 ₹1,53,010 | 8,513.43 ₹2,00,406.14 | 8,000 ₹1,88,320 | 7,000 ₹1,64,780 |
| 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 | 300 ₹32,601 | 200.5 ₹21,788.34 | 130 ₹14,127.1 | 100 ₹10,867 Lowest | 230 ₹24,994.1 | 150 ₹16,300.5 | 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 | 450 ₹81,000 | 350.4 ₹63,072 | 130 ₹23,400 Lowest | 250 ₹45,000 | 395.87 ₹71,256.6 | 300 ₹54,000 | 500 ₹90,000 |
| 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 | 190 ₹13,132.8 | 507.77 ₹35,097.06 | 100 ₹6,912 Lowest | 700 ₹48,384 | 801.43 ₹55,394.84 | 300 ₹20,736 | 300 ₹20,736 |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
30 Jun 2026, 2:00 pmClosed
Executive Engineer Mechanical Div Kargil
Office of Executive Engineer Mechanical Div Kargil
Construction of Machine yard at Newly Alloted Land Near Airport Kargil including Drinking water and power Facility at site
2026_PWD_19098_1
MDK/E-NIT/07 OF 2026-27
Open Tender
Civil Works - Others
Turn-key
45 days
Airport Kargil
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Executive Engineer
₹90,000
office of Executive Engineer Mechanical Div Kargil
2 Jul 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
26 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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