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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAdmitted-Finance | ₹6.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.0 Cr+₹6.2 L (0.90%)Admitted-Finance | ₹7.0 Cr+₹6.2 L (0.90%) | L2 | Admitted-Finance |
| 3 | L3₹7.1 Cr+₹18.1 L (2.62%)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 | ₹7.1 Cr+₹18.1 L (2.62%) | L3 | Admitted-Finance |
| 4 | L4₹7.1 Cr+₹21.0 L (3.03%)Admitted-Finance | ₹7.1 Cr+₹21.0 L (3.03%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | M/s K B Enterprises L1 | MEGHALAYA CONSTRUCTION AND SUPPLY CO. L2 | Shree Meghalaya Construction & Supply Co. L3 | Aien Meren Enterprises L4 |
|---|---|---|---|---|---|---|---|
| 1.01 | SCHEDULE ‘A’ PART-I (CONSTRUCTION OF INTERNAL RCC ROAD, L- 1500 MTR). Earth work in excavation by mechanical means (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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil. | 12,375 | Cum | 18,56,250 ₹18,56,250 Lowest | 43,31,250 ₹43,31,250 | 61,87,500 ₹61,87,500 | 37,12,500 ₹37,12,500 |
| 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. | 5,625 | Sqm | 5,62,500 ₹5,62,500 | 5,62,500 ₹5,62,500 | 5,62,500 ₹5,62,500 | 2,81,250 ₹2,81,250 Lowest |
| 1.03 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate and Moorum including 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 . | 1,125 | Cum | 67,50,000 ₹67,50,000 Lowest | 78,75,000 ₹78,75,000 | 84,37,500 ₹84,37,500 | 67,50,000 ₹67,50,000 Lowest |
| 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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 421.88 | Cum | 88,59,480 ₹88,59,480 | 67,50,080 ₹67,50,080 Lowest | 67,50,080 ₹67,50,080 Lowest | 84,37,600 ₹84,37,600 |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 843.75 | Cum | 2,36,25,000 ₹2,36,25,000 | 2,19,37,500 ₹2,19,37,500 | 1,89,84,375 ₹1,89,84,375 Lowest | 2,10,93,750 ₹2,10,93,750 |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 33,059 | Kg | 66,11,800 ₹66,11,800 | 59,50,620 ₹59,50,620 Lowest | 69,42,390 ₹69,42,390 | 66,11,800 ₹66,11,800 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 815.63 | Sqm | 4,07,815 ₹4,07,815 Lowest | 5,70,941 ₹5,70,941 | 5,70,941 ₹5,70,941 | 4,07,815 ₹4,07,815 Lowest |
| 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. | 2,906.25 | Per cm depth per cm width per metre length | 4,35,937.5 ₹4,35,937.5 | 4,35,937.5 ₹4,35,937.5 | 5,81,250 ₹5,81,250 | 2,90,625 ₹2,90,625 Lowest |
| 1.09 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc.
complete.New work (Two or more coats). | 675 | Sqm | 2,02,500 ₹2,02,500 Lowest | 3,37,500 ₹3,37,500 | 3,37,500 ₹3,37,500 | 2,02,500 ₹2,02,500 Lowest |
| 1.10 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on
both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | 300 | Nos | 1,50,000 ₹1,50,000 Lowest | 1,80,000 ₹1,80,000 | 2,10,000 ₹2,10,000 | 1,80,000 ₹1,80,000 |
Tender Value
₹6.5 Cr
EMD Value
₹13.1 L
Closing Date
6 Dec 2025, 5:30 pmClosed
SO-1 (Wks) HQ DGAR, Laitkor Shillong
HQ DGAR Laitkor Shillong 10
Construction of RCC Road and Drain for Assam Rifles battalion at Key Location Plan KLP Phellungre Nagaland
2025_ARMHA_887840_1
VIII.11014/9163/5 Sect AR /Engr-2025/
Open Tender
Civil Works
Works
270 days
Phellungre
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Directorate General of Assam Rifles
₹13.1 L
14 Jan 2026
1 Dec 2025
8 Dec 2025
1 Dec 2025
6 Dec 2025
1 Dec 2025
1 Dec 2025 - 5 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | SCHEDULE ‘A’ PART-I (CONSTRUCTION OF INTERNAL RCC ROAD, L- 1500 MTR). Earth work in excavation by mechanical means (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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil. | 12,375 | Cum | - | - |
| 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. | 5,625 | Sqm | - | - |
| 1.03 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate and Moorum including 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 . | 1,125 | Cum | - | - |
| 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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 421.88 | Cum | - | - |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 843.75 | Cum | - | - |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 33,059 | Kg | - | - |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 815.63 | Sqm | - | - |
| 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. | 2,906.25 | Per cm depth per cm width per metre length | - | - |
| 1.09 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc.
complete.New work (Two or more coats). | 675 | Sqm | - | - |
| 1.1 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on
both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | 300 | Nos | - | - |
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