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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹39.1 LAccepted-AOC | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹39.7 L+₹62,750 (1.61%)Rejected-Finance | L-2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L-3₹39.8 L+₹76,075 (1.95%)Rejected-Finance RANGIYA DIST KAMRUP ASSAM 781365 | BAKSA | ASSAM | 781365 | L-3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L-4₹40.7 L+₹1.6 L (4.15%)Rejected-Finance RANGIYA STATION ROAD WARD NO 2 PO RANGIYA DIST KAMRUP ASSAM PIN 781365 | BAKSA | ASSAM | 781365 | L-4 | Rejected-Finance BEING L4 BIDDER |
| Sl No | Description | Qty | Unit | SYED ATAUR RAHMAN L1 | M/S NARAYAN ENTERPRISE L3 | M/s SHARMA BUILDERS & ENGINEERS L4 | KIRAN BUILDERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. | 450 | SQM | 40 ₹18,000 | 10 ₹4,500 Lowest | 40 ₹18,000 | 30 ₹13,500 |
| 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. | 91 | CUM | 150 ₹13,650 | 110 ₹10,010 Lowest | 220 ₹20,020 | 160 ₹14,560 |
| 3.00 | 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. | 42 | CUM | 100 ₹4,200 | 90 ₹3,780 | 120 ₹5,040 | 55 ₹2,310 Lowest |
| 4.00 | 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. | 32 | CUM | 80 ₹2,560 | 90 ₹2,880 | 100 ₹3,200 | 55 ₹1,760 Lowest |
| 5.00 | 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. | 23 | CUM | 1,400 ₹32,200 Lowest | 1,550 ₹35,650 | 1,900 ₹43,700 | 1,800 ₹41,400 |
| 6.00 | 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. | 58 | CUM | 1,100 ₹63,800 | 780 ₹45,240 Lowest | 800 ₹46,400 | 850 ₹49,300 |
| 7.00 | 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. | 14 | CUM | 3,800 ₹53,200 | 3,200 ₹44,800 | 3,800 ₹53,200 | 3,000 ₹42,000 Lowest |
| 8.00 | 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. | 31 | CUM | 6,000 ₹1,86,000 Lowest | 7,600 ₹2,35,600 | 8,000 ₹2,48,000 | 7,000 ₹2,17,000 |
| 9.00 | 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. | 12 | CUM | 6,000 ₹72,000 Lowest | 7,600 ₹91,200 | 8,000 ₹96,000 | 7,000 ₹84,000 |
| 10.00 | M&L for Reinforced Cement Concrete, M-25 (Design 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. | 12 | CUM | 6,000 ₹72,000 Lowest | 7,600 ₹91,200 | 8,000 ₹96,000 | 7,000 ₹84,000 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
29 Jul 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
PROVN OF OFFRS ROOM (TWO ROOMS) AT TAMULPUR MIL STN UNDER GE RANGIA
2026_MES_775707_1
8043/RNG/E8
Open Tender
Civil Works
Item Rate
180 days
TAMULPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Rangia
₹86,000
Yes
17 Aug 2026
1 Jul 2026
31 Jul 2026
1 Jul 2026
29 Jul 2026
16 Jul 2026
1 Jul 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. | 450 | 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. | 91 | CUM | - | - |
| 3 | 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. | 42 | CUM | - | - |
| 4 | 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. | 32 | CUM | - | - |
| 5 | 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. | 23 | CUM | - | - |
| 6 | 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. | 58 | CUM | - | - |
| 7 | 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. | 14 | CUM | - | - |
| 8 | 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. | 31 | CUM | - | - |
| 9 | 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. | 12 | CUM | - | - |
| 10 | M&L for Reinforced Cement Concrete, M-25 (Design 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. | 12 | CUM | - | - |
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