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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹60.0 L+₹1.1 L (1.91%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹61.5 L+₹2.6 L (4.48%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Rejected-Technical 15 NEW SHANTI NIKETAN CHS PANCHAVATI NASHIK 422003 | NASHIK | MAHARASHTRA | 422003 | - | Rejected-Technical Not Approved by CFA | |
| 5 | Rejected-Technical | - | Rejected-Technical Not Approved by CFA |
| Sl No | Description | Qty | Unit | M/s Ravina Enterprise L1 | M/S M. T. ENTERPRISES L2 | M/S MD INAYAT HUSSAIN L3 |
|---|---|---|---|---|---|---|
| 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 ". | 900 | Sqm | 100 ₹90,000 Lowest | 101 ₹90,900 | 105 ₹94,500 |
| 1.02 | "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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m." | 292.5 | Cum | 600 ₹1,75,500 | 598 ₹1,74,915 Lowest | 600 ₹1,75,500 |
| 1.03 | 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. | 900 | Sqm | 100 ₹90,000 Lowest | 105 ₹94,500 | 110 ₹99,000 |
| 1.04 | 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 including supply and stacking at site of 63 mm to 45 mm size stone aggregate. | 202.5 | Cum | 2,000 ₹4,05,000 | 1,960 ₹3,96,900 Lowest | 1,990 ₹4,02,975 |
| 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 : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). | 90 | Cum | 11,800 ₹10,62,000 Lowest | 19,900 ₹17,91,000 | 19,990 ₹17,99,100 |
| 1.06 | 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) . | 90 | Cum | 20,000 ₹18,00,000 | 14,000 ₹12,60,000 | 13,990 ₹12,59,100 Lowest |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for column. | 24 | Sqm | 750 ₹18,000 Lowest | 780 ₹18,720 | 760 ₹18,240 |
| 1.08 | 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. | 9,600 | Mtr | 150 ₹14,40,000 | 140 ₹13,44,000 Lowest | 160 ₹15,36,000 |
| 1.09 | 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). | 30 | Sqm | 650 ₹19,500 Lowest | 655 ₹19,650 | 665 ₹19,950 |
| 2.01 | (Schedule -II Drain) "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 ". | 117 | Sqm | 100 ₹11,700 Lowest | 102 ₹11,934 | 105 ₹12,285 |
Tender Value
₹55.4 L
EMD Value
₹1.1 L
Closing Date
25 Nov 2025, 10:00 amClosed
SO1 Works HQ 27 Sector Assam Rifles
HQ 27 Sector Assam Rifles Churachandpur Manipur
Repair maintenance and resurfacing of existing helipad at COB Sangaikot CCpur Manipur of 36 AR
2025_ARMHA_884027_1
14016/9120/27 Sect AR/Engr-Helipad/2025-26/02
Open Tender
Civil Works - Others
Item Rate
365 days
HQ 27 Sector Assam Rifles
As per Tender Document
2 documents required · 2 mandatory
₹1,500
Yes
DIG HQ 27 Sector Assam Rifles
₹1.1 L
Yes
17 Jan 2026
4 Nov 2025
26 Nov 2025
4 Nov 2025
25 Nov 2025
4 Nov 2025
4 Nov 2025 - 25 Nov 2025
Amount
(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 ".
"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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m."
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 Drain) "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 ".
"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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m."
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)".
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge including Neat cement punning.
M/S M. T. ENTERPRISES (BID ID -3321574)
M/S MD INAYAT HUSSAIN (BID ID -3322577)
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