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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.8 LAccepted-Finance | ₹56.8 L | L1 | Accepted-Finance Approved by CFA |
| 2 | L2₹57.6 LRejected-Finance | ₹57.6 L | L2 | Rejected-Finance Rejected by CFA |
| 3 | L3₹59.2 LRejected-Finance | ₹59.2 L | L3 | Rejected-Finance Rejected by CFA |
| Sl No | Description | Qty | Unit | M/s Ravina Enterprise L1 | M/S MD INAYAT HUSSAIN L3 | RAJESH KUMAR SHARMA L2 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART - I (Constr of Helipad ) | ||||||
| 1.01 | 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 | 1,600 | Sqm | 2,40,000 ₹2.4 L | 4,80,000 ₹4.8 L | 2,80,000 ₹2.8 L |
| 1.02 | Supplying and stacking at site. 63 mm to 45 mm size stone aggregate | 160 | cum | 4,83,200 ₹4.8 L | 8,32,000 ₹8.3 L | 4,88,000 ₹4.9 L |
| 1.03 | 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 . | 160 | cum | 80,000 ₹80,000 | 5,60,000 ₹5.6 L | 78,400 ₹78,400 |
| 1.04 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 240 | cum | 48,00,000 ₹48 L | 36,00,000 ₹36 L | 47,88,000 ₹47.9 L |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 172.1 | Sqm | 1,29,075 ₹1.3 L | 2,58,150 ₹2.6 L | 1,37,680 ₹1.4 L |
| 1.06 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. cum | 1.72 | cum | 14,620 ₹14,620 | 1,54,800 ₹1.5 L | 15,480 ₹15,480 |
| 1.07 | 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) | 13.9 | Sqm | 11,815 ₹11,815 | 31,970 ₹31,970 | 13,205 ₹13,205 |
| 2.00Note : 1. Totalwise evaluation will be carried out to obtain L1. 2. Total Amt is inclusive of all applicable taxes. | ||||||
Tender Value
₹54.7 L
EMD Value
₹1.1 L
Closing Date
12 Sept 2025, 12:30 pmClosed
SO1 (Wks), HQ 26 Sect AR
HQ 26 Sector AR, Pallel
Construction of Helipad at COB Sita of 20 Assam Rifles (Now 3 AR) ( Manipur)
2025_ARMHA_874505_1
SPR/ENGR/HP/2025-26/58
Open Tender
Civil Works
120 days
Sita
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
DIGAR, HQ 26 Sect AR
₹1.1 L
Yes
27 Dec 2025
23 Aug 2025
13 Sept 2025
23 Aug 2025
12 Sept 2025
23 Aug 2025
23 Aug 2025 - 12 Sept 2025
SCHEDULE ‘A’ PART - I (Constr of Helipad )
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
Supplying and stacking at site. 63 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 level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 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 bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. cum
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)
Note : 1. Totalwise evaluation will be carried out to obtain L1. 2. Total Amt is inclusive of all applicable taxes.
RAJESH KUMAR SHARMA (BID ID -3281517)
M/S MD INAYAT HUSSAIN (BID ID -3281499)
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