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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹2.8 L (1.83%)Admitted-Finance | ₹1.6 Cr+₹2.8 L (1.83%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹4.6 L (2.99%)Admitted-Finance ASSAM RIFLES BAZAR NON CSD CANTEEN HAPPY VALLEY SHILLONG SHILLONG MEGHALAYA 793007 UDYAM ML 04 0000191 17AAJHS0378E3ZZ B R | EAST KHASI HILLS | MEGHALAYA | 793007 | ₹1.6 Cr+₹4.6 L (2.99%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s K B Enterprises L1 | MEGHALAYA CONSTRUCTION AND SUPPLY CO. L2 | Shree Meghalaya Construction & Supply Co. L3 |
|---|---|---|---|---|---|---|
| 1.01 | SCHEDULE ‘A’ PART - I (Development works for Helipad). Earth work in excavation by mechanical menas (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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil. | 7,481.25 | Cum | 14,96,250 ₹14,96,250 Lowest | 22,44,375 ₹22,44,375 | 26,18,437.5 ₹26,18,437.5 |
| 1.02 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and sapling of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distamce of 50m outside the periphery of the area cleared. | 16,875 | Sqm | 3,37,500 ₹3,37,500 Lowest | 6,75,000 ₹6,75,000 | 3,37,500 ₹3,37,500 Lowest |
| 2.01 | SCHEDULE ‘A’ PART - II (Construction of Helipad Size of Helipad 50 x 50 m). 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil. | 2,500 | Sqm | 1,00,000 ₹1,00,000 Lowest | 1,50,000 ₹1,50,000 | 1,25,000 ₹1,25,000 |
| 2.02 | Preparation and consolidatation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 2,500 | Sqm | 2,50,000 ₹2,50,000 | 1,50,000 ₹1,50,000 Lowest | 1,87,500 ₹1,87,500 |
| 2.03 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate. | 375 | Cum | 22,50,000 ₹22,50,000 | 18,75,000 ₹18,75,000 | 15,00,000 ₹15,00,000 Lowest |
| 2.04 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 375 | cum | 7,50,000 ₹7,50,000 Lowest | 9,00,000 ₹9,00,000 | 7,50,000 ₹7,50,000 Lowest |
| 2.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth lelvel with 1:11/2 : 3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 375 | Cum | 93,75,000 ₹93,75,000 Lowest | 93,75,000 ₹93,75,000 Lowest | 1,01,25,000 ₹1,01,25,000 |
| 2.06 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. | 450 | Sqm | 2,02,500 ₹2,02,500 | 1,80,000 ₹1,80,000 | 1,35,000 ₹1,35,000 Lowest |
| 2.07 | Providing and filling in position rubberized bitumenhot sealing compound for sealing of expansion joints in raods / pavements all complete as per direction of the Engineer-in-charge. Using grade 'A'sealing compound conforming to IS:1834. (Per cm depth per cm width per mtr length). | 2,500 | Rm | 7,50,000 ₹7,50,000 | 2,50,000 ₹2,50,000 | 2,00,000 ₹2,00,000 Lowest |
| 2.08 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats). | 24 | Sqm | 10,800 ₹10,800 | 7,200 ₹7,200 Lowest | 7,200 ₹7,200 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
4 Oct 2025, 5:30 pmClosed
SO-1 (Wks), HQ DGAR
HQ DGAR Laitkor Shillong 10
Construction of Helipad of COB Phellungre 41 AR
2025_ARMHA_877714_1
VIII.11014/9167Heli/5Sect AR/Engr
Open Tender
Civil Works
Works
Phellungre
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Director General Assam Rifles
₹2.9 L
8 Dec 2025
16 Sept 2025
6 Oct 2025
16 Sept 2025
4 Oct 2025
16 Sept 2025
16 Sept 2025 - 30 Sept 2025
SCHEDULE ‘A’ PART - I (Development works for Helipad). Earth work in excavation by mechanical menas (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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and sapling of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distamce of 50m outside the periphery of the area cleared.
SCHEDULE ‘A’ PART - II (Construction of Helipad Size of Helipad 50 x 50 m). 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil.
Preparation and consolidatation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Supplying and stacking at site. 90 mm to 45 mm size stone aggregate.
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth lelvel with 1:11/2 : 3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.
Providing and filling in position rubberized bitumenhot sealing compound for sealing of expansion joints in raods / pavements all complete as per direction of the Engineer-in-charge. Using grade 'A'sealing compound conforming to IS:1834. (Per cm depth per cm width per mtr length).
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats).
MEGHALAYA CONSTRUCTION AND SUPPLY CO. (BID ID -3290031)
Shree Meghalaya Construction & Supply Co. (BID ID -3291684)
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