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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 CrAdmitted-Finance | ₹7.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.7 Cr+₹72.9 L (10.4%)Admitted-Finance | ₹7.7 Cr+₹72.9 L (10.4%) | L2 | Admitted-Finance |
| 3 | L3₹8.0 Cr+₹95.1 L (13.5%)Admitted-Finance | ₹8.0 Cr+₹95.1 L (13.5%) | L3 | Admitted-Finance |
| 4 | L4₹8.9 Cr+₹1.9 Cr (26.4%)Admitted-Finance | ₹8.9 Cr+₹1.9 Cr (26.4%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not meeting qualifying criteria of work experience as per NIT. |
| Sl No | Description | Qty | Unit | MVD CEMENTATION AND CONSTRUCTION PVT LTD L4 | M/s Raghava Project Constructions Pvt. Ltd. L3 | S G CONSTRUCTIONS L2 | M/s Munish Kumar Bansal Contractor L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Carriage of material by mechanical transport (lead upto 4km): Lime, moorum, building rubbish | 2,000 | Cum | 200 ₹4,00,000 | 160 ₹3,20,000 | 207 ₹4,14,000 | 125 ₹2,50,000 Lowest |
| 2.00 | Carriage of material by mechanical transport (lead upto 3km): Earth | 3,000 | Cum | 200 ₹6,00,000 | 140 ₹4,20,000 | 180 ₹5,40,000 | 125 ₹3,75,000 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift , as directed by Engineer-incharge.
All kinds of soil | 11,800 | Cum | 130 ₹15,34,000 | 120 ₹14,16,000 | 108 ₹12,74,400 | 70 ₹8,26,000 Lowest |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 450 | Cum | 120 ₹54,000 | 140 ₹63,000 | 180 ₹81,000 | 70 ₹31,500 Lowest |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 11,800 | Cum | 140 ₹16,52,000 | 110 ₹12,98,000 | 81 ₹9,55,800 | 60 ₹7,08,000 Lowest |
| 6.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation, trenches, plinth, sides of foundation etc. complete for all lift. | 18,000 | Cum | 280 ₹50,40,000 Lowest | 500 ₹90,00,000 | 405 ₹72,90,000 | 330 ₹59,40,000 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 20 | Cum | 6,000 ₹1,20,000 | 7,800 ₹1,56,000 | 6,300 ₹1,26,000 | 5,000 ₹1,00,000 Lowest |
| 8.00 | 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 : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 250 | Cum | 6,000 ₹15,00,000 | 5,350 ₹13,37,500 | 4,950 ₹12,37,500 | 4,700 ₹11,75,000 Lowest |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8(1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 110 | Cum | 5,800 ₹6,38,000 | 4,500 ₹4,95,000 | 4,500 ₹4,95,000 | 4,200 ₹4,62,000 Lowest |
| 10.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 10 | Cum | 7,500 ₹75,000 | 9,300 ₹93,000 | 7,200 ₹72,000 | 5,000 ₹50,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹18.9 L
Closing Date
21 Jan 2025, 6:00 pmClosed
Sr. Manager (Engg-Civil)
O/o Sr. Manager (Engg-Civil), Airports Authority of India, Kangra Airport, Kangra, Himachal Pradesh-176209
Extension of Apron at Kangra Airport-2024
2024_AAI_210516_1
AAI/KNG/Engg-C/Extn.Apron/2024
Open Tender
Civil Works
Item Rate
270 days
Kangra Airport
As per NIT
10 documents required · 10 mandatory
₹1,770
₹18.9 L
20 Feb 2025
31 Dec 2024
28 Jan 2025
31 Dec 2024
21 Jan 2025
15 Jan 2025
31 Dec 2024 - 8 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Carriage of material by mechanical transport (lead upto 4km): Lime, moorum, building rubbish | 2,000 | Cum | - | - |
| 2 | Carriage of material by mechanical transport (lead upto 3km): Earth | 3,000 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift , as directed by Engineer-incharge.
All kinds of soil | 11,800 | Cum | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 450 | Cum | - | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 11,800 | Cum | - | - |
| 6 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation, trenches, plinth, sides of foundation etc. complete for all lift. | 18,000 | Cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 20 | Cum | - | - |
| 8 | 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 : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 250 | Cum | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8(1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 110 | Cum | - | - |
| 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 10 | Cum | - | - |
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