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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.8 LAdmitted-Finance | ₹61.8 L | L1 | Admitted-Finance |
| 2 | L2₹63.4 L+₹1.6 L (2.55%)Admitted-Finance | ₹63.4 L+₹1.6 L (2.55%) | L2 | Admitted-Finance |
| 3 | L3₹64.5 L+₹2.6 L (4.26%)Admitted-Finance | ₹64.5 L+₹2.6 L (4.26%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SWETA ENTERPRISES L3 | M/s K B Enterprises L1 | Aien Meren Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.01 | (Schedule -I Helipad) 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). | 203 | Cum | 10,000 ₹20,30,000 Lowest | 10,000 ₹20,30,000 Lowest | 10,000 ₹20,30,000 Lowest |
| 1.02 | 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). | 203 | Cum | 15,000 ₹30,45,000 Lowest | 15,000 ₹30,45,000 Lowest | 15,000 ₹30,45,000 Lowest |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for column. | 215.2 | Sqm | 1,000 ₹2,15,200 | 800 ₹1,72,160 Lowest | 800 ₹1,72,160 Lowest |
| 1.04 | 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 | 20 ₹1,92,000 | 10 ₹96,000 Lowest | 20 ₹1,92,000 |
| 1.05 | 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). | 40 | Sqm | 500 ₹20,000 Lowest | 500 ₹20,000 Lowest | 500 ₹20,000 Lowest |
| 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 | 600 ₹70,200 | 50 ₹5,850 Lowest | 100 ₹11,700 |
| 2.02 | "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." | 8.78 | Cum | 1,000 ₹8,780 | 300 ₹2,634 Lowest | 500 ₹4,390 |
| 2.03 | 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. | 17.55 | Cum | 10,000 ₹1,75,500 Lowest | 10,000 ₹1,75,500 Lowest | 10,000 ₹1,75,500 Lowest |
| 2.04 | "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)". | 19.5 | Cum | 20,000 ₹3,90,000 | 17,230 ₹3,35,985 Lowest | 20,000 ₹3,90,000 |
| 2.05 | 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. | 299 | Sqm | 1,000 ₹2,99,000 Lowest | 1,000 ₹2,99,000 Lowest | 1,000 ₹2,99,000 Lowest |
Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
24 Mar 2026, 10:00 amClosed
SO1 Works HQ 27 Sector Assam Rifles
HQ 27 Sector Assam Rifles
Addition alteration to existing Helipad at KLP Khuga Manipur
2026_ARMHA_899705_5
14016/9121/27 Sect/Engr-Helipad/2025-26/03
Open Tender
Construction Works
Item Rate
365 days
37 AR KLP Khuga
As per tender Document Addition alteration to existing Helipad at KLP Khuga Manipur
2 documents required · 2 mandatory
₹1,500
Yes
DIG HQ 27 Sector Assam Rifles
₹1.2 L
Yes
29 May 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
18 Mar 2026 - 24 Mar 2026
(Schedule -I Helipad) 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.
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