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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹45.4 LAccepted-AOC RANGIYA DIST KAMRUP ASSAM 781365 | BAKSA | ASSAM | 781365 | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹48.5 L+₹1.3 L (2.78%)Rejected-Finance THIS INFORMATION IS NOT AVAILABLE IN THE PROVIDED DOCUMENT | KAMRUP METRO | ASSAM | 781005 | L-2 | Rejected-Finance BEING L2 BIDDER |
| Sl No | Description | Qty | Unit | M/S NARAYAN ENTERPRISE L1 | M/S Rajkamal Enterprise L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 71 | CUM | 195 ₹13,845 Lowest | 195 ₹13,845 Lowest |
| 2.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 54.3 | CUM | 140 ₹7,602 Lowest | 140 ₹7,602 Lowest |
| 3.00 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 16.7 | CUM | 160 ₹2,672 Lowest | 160 ₹2,672 Lowest |
| 4.00 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. | 1 | CUM | 2,200 ₹2,200 | 1,750 ₹1,750 Lowest |
| 5.00 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation or Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for. | 7.8 | CUM | 750 ₹5,850 | 710 ₹5,538 Lowest |
| 6.00 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 2.5 | CUM | 3,600 ₹9,000 | 3,400 ₹8,500 Lowest |
| 7.00 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 1.5 | CUM | 7,800 ₹11,700 Lowest | 8,800 ₹13,200 |
| 8.00 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 2 | CUM | 7,800 ₹15,600 Lowest | 8,800 ₹17,600 |
| 9.00 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span, chajjas, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 1 | CUM | 7,800 ₹7,800 Lowest | 8,800 ₹8,800 |
| 10.00 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge. | 10 | SQM | 380 ₹3,800 | 330 ₹3,300 Lowest |
Tender Value
₹43.7 L
EMD Value
₹87,400
Closing Date
14 May 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
SPL REP TO BOREWELL AT PH-3, AUGMENTATION OF WATER SUPPLY NETWORK THROUGH RAIN WATER HARVESTING AND PROVN OF ORs BATHROOM AND TOILET NEAR ET-247 AT CERTAIN UNITS IN CHANGSARI MIL STN UNDER GE RANGIA
2026_MES_756162_2
8992/RNG/E8
Open Tender
Civil Works
Item Rate
180 days
CHANGSARI
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Rangia
₹87,400
Yes
14 Jul 2026
29 Apr 2026
16 May 2026
29 Apr 2026
14 May 2026
8 May 2026
29 Apr 2026 - 4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 71 | CUM | - | - |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 54.3 | CUM | - | - |
| 3 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 16.7 | CUM | - | - |
| 4 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. | 1 | CUM | - | - |
| 5 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation or Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for. | 7.8 | CUM | - | - |
| 6 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 2.5 | CUM | - | - |
| 7 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 1.5 | CUM | - | - |
| 8 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 2 | CUM | - | - |
| 9 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix) (20mm graded stone aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span, chajjas, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 1 | CUM | - | - |
| 10 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge. | 10 | SQM | - | - |
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