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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹34.0 LAccepted-AOC | L-1 | Accepted-AOC Award of Contract | |
| 2 | L-2₹34.7 L+₹60,729.45 (1.78%)Rejected-Finance STATION ROAD POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | L-2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L-3₹35.5 L+₹1.5 L (4.36%)Rejected-Finance THIS INFORMATION IS NOT AVAILABLE IN THE PROVIDED DOCUMENT | KAMRUP METRO | ASSAM | 781005 | L-3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L-4₹35.7 L+₹1.6 L (4.74%)Rejected-Finance | L-4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L-5₹39.6 L+₹5.6 L (16.3%)Rejected-Finance THIS INFORMATION IS NOT AVAILABLE IN THE PROVIDED DOCUMENT | KAMRUP METRO | ASSAM | 781005 | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S KIRAN ENTERPRISE L2 | OM CONSTRUCTIONS L1 | M/S Rajkamal Enterprise L3 | M/s Nice Traders L4 | M/s Narzary Enterprise L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. | 248.46 | SQM | 30 ₹7,453.8 | 55 ₹13,665.3 | 35 ₹8,696.1 | 30 ₹7,453.8 | 23 ₹5,714.58 Lowest |
| 2.00 | 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. | 96.92 | CUM | 220 ₹21,322.4 | 99 ₹9,595.08 | 120 ₹11,630.4 | 80 ₹7,753.6 Lowest | 200 ₹19,384 |
| 3.00 | Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge. | 20 | EACH | 80 ₹1,600 Lowest | 99 ₹1,980 | 200 ₹4,000 | 100 ₹2,000 | 200 ₹4,000 |
| 4.00 | 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. | 53.72 | CUM | 65 ₹3,491.8 | 66 ₹3,545.52 | 60 ₹3,223.2 Lowest | 60 ₹3,223.2 Lowest | 100 ₹5,372 |
| 5.00 | 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. | 43.5 | CUM | 65 ₹2,827.5 | 55 ₹2,392.5 Lowest | 65 ₹2,827.5 | 60 ₹2,610 | 145 ₹6,307.5 |
| 6.00 | 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. | 27.88 | CUM | 2,200 ₹61,336 | 1,999 ₹55,732.12 | 1,800 ₹50,184 | 1,700 ₹47,396 Lowest | 1,800 ₹50,184 |
| 7.00 | 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. | 79.7 | CUM | 1,600 ₹1,27,520 | 999 ₹79,620.3 | 1,180 ₹94,046 | 650 ₹51,805 Lowest | 1,800 ₹1,43,460 |
| 8.00 | 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. | 7.5 | CUM | 3,500 ₹26,250 | 2,500 ₹18,750 Lowest | 3,450 ₹25,875 | 4,900 ₹36,750 | 5,600 ₹42,000 |
| 9.00 | M&L for Reinforced Cement Concrete, M-25 (Design 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. | 3.99 | CUM | 7,500 ₹29,925 | 6,999 ₹27,926.01 | 6,200 ₹24,738 Lowest | 7,500 ₹29,925 | 8,500 ₹33,915 |
| 10.00 | M&L for Reinforced Cement Concrete, M-25 (Design 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. | 4 | CUM | 7,500 ₹30,000 | 6,999 ₹27,996 | 6,200 ₹24,800 Lowest | 7,500 ₹30,000 | 8,500 ₹34,000 |
Tender Value
₹43.2 L
EMD Value
₹86,400
Closing Date
3 Mar 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
PROVN OF NEW LIVING ACCN WITH ATT TOILETS AND BATHROOM FOR WMP AT CHANGSARI MIL STN UNDER GE RANGIA
2026_MES_752275_1
8985/RNG/E8
Open Tender
Civil Works
Item Rate
180 days
CHANGSARI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Rangia
₹86,400
Yes
13 Apr 2026
11 Feb 2026
5 Mar 2026
11 Feb 2026
3 Mar 2026
26 Feb 2026
11 Feb 2026 - 18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. | 248.46 | SQM | - | - |
| 2 | 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. | 96.92 | CUM | - | - |
| 3 | Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge. | 20 | EACH | - | - |
| 4 | 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. | 53.72 | CUM | - | - |
| 5 | 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. | 43.5 | CUM | - | - |
| 6 | 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. | 27.88 | CUM | - | - |
| 7 | 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. | 79.7 | CUM | - | - |
| 8 | 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. | 6.44 | CUM | - | - |
| 9 | M&L for Reinforced Cement Concrete, M-25 (Design 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. | 3.99 | CUM | - | - |
| 10 | M&L for Reinforced Cement Concrete, M-25 (Design 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. | 4 | CUM | - | - |
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