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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹31.1 LAccepted-AOC | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹35.0 L+₹3.1 L (9.75%)Rejected-Finance C O SHRI AMRENDER KUMAR YADAV IACHHIPUR SANTOSH NAGAR GORAKHNATH GORAKHPUR UTTAR PRADESH PIN 273015 | GORAKHPUR | UTTAR PRADESH | 273015 | L-2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L-3₹38.3 L+₹6.4 L (20.0%)Rejected-Finance C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | L-3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L-4₹40.9 L+₹9.0 L (28.1%)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 | |
| 5 | L-5₹44.0 L+₹12.0 L (37.7%)Rejected-Finance | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | R K Enterprises L1 | KAKWANI BUILDERS L5 | M/S S.S. Construction L3 | M/s SHARMA BUILDERS & ENGINEERS L4 | Shiva Builders L2 |
|---|---|---|---|---|---|---|---|---|
| 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. | 321.3 | RM | 8 ₹2,570.4 Lowest | 50 ₹16,065 | 10 ₹3,213 | 20 ₹6,426 | 10 ₹3,213 |
| 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 | 133 ₹7,980 | 100 ₹6,000 Lowest | 200 ₹12,000 | 180 ₹10,800 | 300 ₹18,000 |
| 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. | 119 | EACH | 255 ₹30,345 | 100 ₹11,900 | 80 ₹9,520 Lowest | 140 ₹16,660 | 95 ₹11,305 |
| 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. | 40 | CUM | 33 ₹1,320 Lowest | 100 ₹4,000 | 60 ₹2,400 | 120 ₹4,800 | 150 ₹6,000 |
| 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. | 20 | CUM | 33 ₹660 Lowest | 100 ₹2,000 | 70 ₹1,400 | 100 ₹2,000 | 150 ₹3,000 |
| 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 | 999 ₹1,32,767.1 Lowest | 2,000 ₹2,65,800 | 1,600 ₹2,12,640 | 1,900 ₹2,52,510 | 1,000 ₹1,32,900 |
| 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. | 45 | CUM | 444 ₹19,980 Lowest | 750 ₹33,750 | 1,100 ₹49,500 | 2,800 ₹1,26,000 | 1,850 ₹83,250 |
| 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. | 4 | CUM | 3,333 ₹13,332 | 5,200 ₹20,800 | 3,200 ₹12,800 Lowest | 4,000 ₹16,000 | 4,500 ₹18,000 |
| 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. | 14.46 | CUM | 3,888 ₹56,220.48 | 5,990 ₹86,615.4 | 3,500 ₹50,610 Lowest | 4,100 ₹59,286 | 5,500 ₹79,530 |
| 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. | 4 | CUM | 4,444 ₹17,776 | 6,500 ₹26,000 | 4,900 ₹19,600 | 4,300 ₹17,200 Lowest | 6,000 ₹24,000 |
Tender Value
₹45.0 L
EMD Value
₹90,000
Closing Date
28 Apr 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
MISC REPAIRS TO FOOTPATH, HARDSTANDING, GATE AND OTHER EXTERNAL WORKS INCL REP/ MAINT AND CLEANING OF SEWAGE LINE, MANHOLE, SEPTIC TANK AT DARRANGA MIL STN UNDER GE RANGIA
2026_MES_759394_1
8019/RNG/E8
Open Tender
Civil Works
Item Rate
270 days
DARRANGA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE Rangia
₹90,000
Yes
19 Jun 2026
7 Apr 2026
30 Apr 2026
7 Apr 2026
28 Apr 2026
22 Apr 2026
7 Apr 2026 - 14 Apr 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. | - | 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. | - | 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. | - | 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. | - | 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. | - | 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. | - | 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. | - | 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. | - | 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. | - | 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. | - | CUM | - | - |
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