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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.1 LAdmitted-Finance | ₹65.1 L | L1 | Admitted-Finance |
| 2 | L2₹66.2 LAdmitted-Finance | ₹66.2 L | L2 | Admitted-Finance |
| 3 | L3₹67.6 LAdmitted-Finance | ₹67.6 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S M. T. ENTERPRISES L1 | M/S YUMNAM PREMKUMAR SINGH L3 | M/S MD INAYAT HUSSAIN L2 |
|---|---|---|---|---|---|---|
| 1.01 | (Schedule -I 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 ". | 1,225 | Sqm | 90 ₹1.1 L | 600 ₹7.3 L | 115 ₹1.4 L |
| 1.02 | Preparation and consolidation 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. | 1,225 | Sqm | 230 ₹2.8 L | 200 ₹2.5 L | 200 ₹2.5 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 including supply and stacking at site of 63 mm to 45 mm size stone aggregate. | 275.63 | Cum | 7,200 ₹19.8 L | 5,000 ₹13.8 L | 7,110 ₹19.6 L |
| 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 : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). | 122.5 | Cum | 10,300 ₹12.6 L | 13,000 ₹15.9 L | 10,500 ₹12.9 L |
| 1.05 | 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 40 mm nominal size derived from natural sources). | 122.5 | Cum | 18,300 ₹22.4 L | 15,000 ₹18.4 L | 18,750 ₹23.0 L |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for column. | 28 | Sqm | 600 ₹16,800 | 1,200 ₹33,600 | 1,150 ₹32,200 |
| 1.07 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834. | 6,000 | Mtr | 15 ₹90,000 | 30 ₹1.8 L | 20 ₹1.2 L |
| 1.08 | 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). | 15 | Sqm | 500 ₹7,500 | 5,000 ₹75,000 | 1,150 ₹17,250 |
| 2.01 | (Schedule -II PCC Foot path) "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 ". | 150 | Sqm | 190 ₹28,500 | 600 ₹90,000 | 230 ₹34,500 |
| 2.02 | Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level. | 15 | Cum | 17,500 ₹2.6 L | 15,000 ₹2.3 L | 17,600 ₹2.6 L |
Updated dates
Tender Value
₹63.3 L
EMD Value
₹1.3 L
Closing Date
13 Mar 2026, 1:00 pmClosed
SO1 Works HQ 27 Sector Assam Rifles
HQ 27 Sect AR
Construction of Helipad with development works at COB Bualkot of 46 AR Now 37 AR
2026_ARMHA_899715_1
14016/9124/27 Sect/Engr-Helipad/2025-26/ 06
Open Tender
Construction Works
365 days
37 AR
As per Tender Document Construction of Helipad with development works at COB Bualkot of 46 AR Now 37 AR
2 documents required · 2 mandatory
₹1,500
Yes
DIG HQ 27 Sector Assam Rifles
₹1.3 L
Yes
17 Apr 2026
21 Feb 2026
14 Mar 2026
21 Feb 2026
13 Mar 2026
21 Feb 2026
21 Feb 2026 - 13 Mar 2026
(Schedule -I 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 ".
Preparation and consolidation 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.
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 including supply and stacking at site of 63 mm to 45 mm size stone aggregate.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources).
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 40 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for column.
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.
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).
(Schedule -II PCC Foot path) "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 ".
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level.
"Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)".
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for column.
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