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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹35.5 LAccepted-AOC | ₹35.5 L Quoted ₹36.4 L | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER |
| 2 | L-2₹40.0 LRejected-Finance | ₹40.0 L | L-2 | Rejected-Finance BEING L2 BIDDER |
| 3 | L-3₹40.6 LRejected-Finance STATION ROAD POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | ₹40.6 L | L-3 | Rejected-Finance BEING L3 BIDDER |
| 4 | L-4₹41.8 LRejected-Finance C O SHRI AMRENDER KUMAR YADAV IACHHIPUR SANTOSH NAGAR GORAKHNATH GORAKHPUR UTTAR PRADESH PIN 273015 | GORAKHPUR | UTTAR PRADESH | 273015 | ₹41.8 L | L-4 | Rejected-Finance BEING L4 BIDDER |
| 5 | L-5₹42.9 LRejected-Finance C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | ₹42.9 L | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S S.S. Construction L5 | R K Enterprises L1 | M/S KIRAN ENTERPRISE L3 | SYED ATAUR RAHMAN L6 | M/S NARAYAN ENTERPRISE L8 | M/s SHARMA BUILDERS & ENGINEERS L7 | KAKWANI BUILDERS L2 | Shiva Builders L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling posts or struts (wood, steel or R.C.C.) of any section, embedded in concrete including taking out embedded portion and making good disturbed ground, complete all as specified and as directed by Engineer-in-charge. | 378 | RM | 10 ₹3,780 | 8 ₹3,024 Lowest | 10 ₹3,780 | 30 ₹11,340 | 50 ₹18,900 | 20 ₹7,560 | 9 ₹3,402 | 10 ₹3,780 |
| 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. | 60 | CUM | 200 ₹12,000 | 155 ₹9,300 | 150 ₹9,000 | 150 ₹9,000 | 175 ₹10,500 | 180 ₹10,800 | 70 ₹4,200 Lowest | 250 ₹15,000 |
| 3.00 | M&L for 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 specified and as directed by Engineer-in-charge. | 140 | EACH | 80 ₹11,200 | 244 ₹34,160 | 50 ₹7,000 | 60 ₹8,400 | 55 ₹7,700 | 120 ₹16,800 | 35 ₹4,900 Lowest | 125 ₹17,500 |
| 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. | 38 | CUM | 60 ₹2,280 | 22 ₹836 Lowest | 60 ₹2,280 | 60 ₹2,280 | 110 ₹4,180 | 120 ₹4,560 | 70 ₹2,660 | 150 ₹5,700 |
| 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. | 22 | CUM | 70 ₹1,540 | 22 ₹484 Lowest | 65 ₹1,430 | 50 ₹1,100 | 130 ₹2,860 | 100 ₹2,200 | 70 ₹1,540 | 150 ₹3,300 |
| 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. | 132.9 | CUM | 1,600 ₹2,12,640 | 955 ₹1,26,919.5 Lowest | 1,500 ₹1,99,350 | 1,500 ₹1,99,350 | 1,650 ₹2,19,285 | 1,700 ₹2,25,930 | 1,500 ₹1,99,350 | 1,200 ₹1,59,480 |
| 7.00 | M&L for broken bricks Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells etc., complete all as specified and as directed. | 75 | CUM | 2,000 ₹1,50,000 | 222 ₹16,650 Lowest | 2,000 ₹1,50,000 | 1,500 ₹1,12,500 | 1,250 ₹93,750 | 2,500 ₹1,87,500 | 280 ₹21,000 | 1,550 ₹1,16,250 |
| 8.00 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete with necessary formworks (as/if required), complete all as per specified and as directed by Engineer-in-charge. | 8 | CUM | 3,200 ₹25,600 | 3,222 ₹25,776 | 3,000 ₹24,000 Lowest | 3,500 ₹28,000 | 3,200 ₹25,600 | 4,000 ₹32,000 | 3,500 ₹28,000 | 5,000 ₹40,000 |
| 9.00 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 17.01 | CUM | 3,500 ₹59,535 | 3,555 ₹60,470.55 | 3,200 ₹54,432 Lowest | 4,200 ₹71,442 | 3,400 ₹57,834 | 4,000 ₹68,040 | 3,850 ₹65,488.5 | 5,500 ₹93,555 |
| 10.00 | M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) and similar articles with plain faces and set in cement mortar 1:4, including demolition of existing old damaged RCC, complete all as per specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. | 5 | CUM | 4,900 ₹24,500 | 4,222 ₹21,110 | 5,500 ₹27,500 | 5,200 ₹26,000 | 3,600 ₹18,000 Lowest | 4,000 ₹20,000 | 4,550 ₹22,750 | 6,200 ₹31,000 |
Tender Value
₹49 L
EMD Value
₹1 L
Closing Date
20 May 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
MISC EXTERNAL REPAIRS TO DRAIN, BOUNDARY WALL, SEPTIC TANK, MANHOLES, CONNECTING FOOTPATH, SECURITY FENCE AND ITS ALLIED WORKS AT TAMULPUR MIL STN UNDER GE RANGIA
2026_MES_762609_1
8029/RNG/E8
Open Tender
Civil Works
Item Rate
270 days
TAMULPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Rangia
₹1 L
Yes
23 Jun 2026
28 Apr 2026
22 May 2026
28 Apr 2026
20 May 2026
14 May 2026
28 Apr 2026 - 5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling posts or struts (wood, steel or R.C.C.) of any section, embedded in concrete including taking out embedded portion and making good disturbed ground, complete all as specified and as directed by Engineer-in-charge. | 378 | RM | - | - |
| 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. | 60 | CUM | - | - |
| 3 | M&L for 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 specified and as directed by Engineer-in-charge. | 140 | 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. | 38 | 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. | 22 | 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. | 132.9 | CUM | - | - |
| 7 | M&L for broken bricks Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells etc., complete all as specified and as directed. | 75 | CUM | - | - |
| 8 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete with necessary formworks (as/if required), complete all as per specified and as directed by Engineer-in-charge. | 8 | CUM | - | - |
| 9 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 17.01 | CUM | - | - |
| 10 | M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) and similar articles with plain faces and set in cement mortar 1:4, including demolition of existing old damaged RCC, complete all as per specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. | 5 | CUM | - | - |
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