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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹35.5 LAccepted-AOC | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹38.5 L+₹2.6 L (7.13%)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₹38.9 L+₹2.9 L (8.02%)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₹40.7 L+₹4.7 L (13.1%)Rejected-Finance RZ 50D GALI NO 13 VASHISHT PARK PANKHA ROAD NEW DELHI 110046 | NEW DELHI | DELHI | 110046 | L-4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L-5₹41.2 L+₹5.3 L (14.6%)Rejected-Finance | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | KAKWANI BUILDERS L1 | M/S S.S. Construction L3 | M/s SHARMA BUILDERS & ENGINEERS L6 | M/S NARAYAN ENTERPRISE L8 | KIRAN BUILDERS L5 | M/S PARKASH ENTERPRISES L4 | Shiva Builders L2 | RADHA ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 20 | EACH | 100 ₹2,000 | 80 ₹1,600 | 150 ₹3,000 | 50 ₹1,000 Lowest | 60 ₹1,200 | 388 ₹7,760 | 95 ₹1,900 | 150 ₹3,000 |
| 2.00 | 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. | 2.5 | CUM | 3,500 ₹8,750 | 3,000 ₹7,500 Lowest | 4,300 ₹10,750 | 3,200 ₹8,000 | 3,000 ₹7,500 Lowest | 3,333 ₹8,332.5 | 4,500 ₹11,250 | 5,000 ₹12,500 |
| 3.00 | M&L for PCC 1:3:6 type C-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. | 1.75 | CUM | 3,800 ₹6,650 | 3,200 ₹5,600 Lowest | 4,300 ₹7,525 | 3,400 ₹5,950 | 3,200 ₹5,600 Lowest | 3,888 ₹6,804 | 5,300 ₹9,275 | 5,500 ₹9,625 |
| 4.00 | Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge. | 100 | SQM | 8 ₹800 | 10 ₹1,000 | 10 ₹1,000 | 5 ₹500 Lowest | 5 ₹500 Lowest | 22 ₹2,200 | 10 ₹1,000 | 20 ₹2,000 |
| 5.00 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. | 12 | CUM | 5,500 ₹66,000 Lowest | 6,500 ₹78,000 | 7,300 ₹87,600 | 6,700 ₹80,400 | 6,700 ₹80,400 | 6,666 ₹79,992 | 6,500 ₹78,000 | 8,000 ₹96,000 |
| 6.00 | M&L for providing GI wire netting 0.90mm dia and 12mm mesh lathing to wood or metal studding, joists, etc. in walls, ceilings, stanchions, beams, etc. including all laps, cutting and waste, complete all as specified and as directed by Engineer-in-charge. | 100 | SQM | 350 ₹35,000 | 425 ₹42,500 | 400 ₹40,000 | 190 ₹19,000 Lowest | 300 ₹30,000 | 255 ₹25,500 | 200 ₹20,000 | 500 ₹50,000 |
| 7.00 | M&L for Rendering 10mm thick in cement morter 1:6 on fair faces of brick work or concrete surfaces/ one side of lathing, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. | 100 | SQM | 150 ₹15,000 | 130 ₹13,000 | 200 ₹20,000 | 95 ₹9,500 Lowest | 120 ₹12,000 | 144 ₹14,400 | 160 ₹16,000 | 200 ₹20,000 |
| 8.00 | M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on other than fair faces Brick Walls/Concrete Surfaces/ other side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. | 215 | SQM | 150 ₹32,250 Lowest | 170 ₹36,550 | 220 ₹47,300 | 155 ₹33,325 | 160 ₹34,400 | 177 ₹38,055 | 160 ₹34,400 | 200 ₹43,000 |
| 9.00 | 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. | 3 | CUM | 5,000 ₹15,000 | 4,500 ₹13,500 | 4,300 ₹12,900 Lowest | 5,800 ₹17,400 | 6,500 ₹19,500 | 5,222 ₹15,666 | 6,500 ₹19,500 | 6,000 ₹18,000 |
| 10.00 | S&F of TMT bars 8-10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. | 300 | KG | 78 ₹23,400 Lowest | 99 ₹29,700 | 100 ₹30,000 | 90 ₹27,000 | 100 ₹30,000 | 99 ₹29,700 | 100 ₹30,000 | 110 ₹33,000 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
18 Jul 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
REPAIR/ MAINT OF CERTAIN B/R MISC EXTERNAL WORKS AT TAMULPUR MIL STN UNDER GE RANGIA
2026_MES_773683_1
8051/RNG/E8
Open Tender
Civil Works
Item Rate
270 days
TAMULPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Rangia
₹98,000
Yes
3 Aug 2026
20 Jun 2026
20 Jul 2026
20 Jun 2026
18 Jul 2026
6 Jul 2026
20 Jun 2026 - 27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 20 | EACH | - | - |
| 2 | 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. | 2.5 | CUM | - | - |
| 3 | M&L for PCC 1:3:6 type C-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. | 1.75 | CUM | - | - |
| 4 | Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge. | 100 | SQM | - | - |
| 5 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. | 12 | CUM | - | - |
| 6 | M&L for providing GI wire netting 0.90mm dia and 12mm mesh lathing to wood or metal studding, joists, etc. in walls, ceilings, stanchions, beams, etc. including all laps, cutting and waste, complete all as specified and as directed by Engineer-in-charge. | 100 | SQM | - | - |
| 7 | M&L for Rendering 10mm thick in cement morter 1:6 on fair faces of brick work or concrete surfaces/ one side of lathing, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. | 100 | SQM | - | - |
| 8 | M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on other than fair faces Brick Walls/Concrete Surfaces/ other side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. | 215 | SQM | - | - |
| 9 | 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. | 3 | CUM | - | - |
| 10 | S&F of TMT bars 8-10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. | 300 | KG | - | - |
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