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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹37.1 LAccepted-AOC | ₹37.1 L Quoted ₹38.0 L | L-1 | Accepted-AOC Rates are found reasonable and the firm being L1 bidder |
| 2 | L-2₹40.9 L+₹2.9 L (7.65%)Rejected-Finance PLOT NO 261 SHANTI KUNJ ALWAR 301415 RAJ | ALWAR | RAJASTHAN | 301415 | ₹40.9 L+₹2.9 L (7.65%) | L-2 | Rejected-Finance BEING L2 BIDDER |
| 3 | L-3₹41.8 L+₹3.8 L (9.96%)Rejected-Finance RANGIYA STATION ROAD WARD NO 2 PO RANGIYA DIST KAMRUP ASSAM PIN 781365 | BAKSA | ASSAM | 781365 | ₹41.8 L+₹3.8 L (9.96%) | L-3 | Rejected-Finance BEING L3 BIDDER |
| 4 | L-4₹42.7 L+₹4.7 L (12.4%)Rejected-Finance | ₹42.7 L+₹4.7 L (12.4%) | L-4 | Rejected-Finance BEING L4 BIDDER |
| 5 | L-5₹43.0 L+₹5.0 L (13.1%)Rejected-Finance C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | ₹43.0 L+₹5.0 L (13.1%) | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S S.S. Construction L5 | M/s DEBOJIT ROY L8 | KAKWANI BUILDERS L6 | R K Enterprises L4 | M/s SHARMA BUILDERS & ENGINEERS L3 | Shiva Builders L7 | KIRAN BUILDERS L1 | RADHA ENTERPRISES L2 | TANCARE HYGIENE AND HEALTH CARE L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 50 | EACH | 80 ₹4,000 | 98 ₹4,900 | 50 ₹2,500 | 255 ₹12,750 | 100 ₹5,000 | 109 ₹5,450 | 15 ₹750 Lowest | 145 ₹7,250 | 500 ₹25,000 |
| 2.00 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains, including necessary formwork and demolition of existing damaged drains, complete all as specified and as directed by Engineer-in-charge. | 2 | CUM | 4,000 ₹8,000 | 6,000 ₹12,000 | 3,100 ₹6,200 | 5,111 ₹10,222 | 4,000 ₹8,000 | 6,500 ₹13,000 | 2,600 ₹5,200 Lowest | 5,800 ₹11,600 | 6,200 ₹12,400 |
| 3.00 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends, complete all as specified and as directed by Engineer-in-charge. | 50 | RM | 20 ₹1,000 | 112 ₹5,600 | 25 ₹1,250 | 33 ₹1,650 | 40 ₹2,000 | 120 ₹6,000 | 10 ₹500 Lowest | 25 ₹1,250 | 25 ₹1,250 |
| 4.00 | Add to or Deduct from Item No. 03 here-in-before for Every 25mm Girth or Part thereof Over or Under 30 Cm, complete all as specified and as directed by Engineer-in-charge. Note:- Quantity of this item shall be changed as per site requirement. | 20 | RM | 5 ₹100 Lowest | 15 ₹300 | 20 ₹400 | 33 ₹660 | 40 ₹800 | 120 ₹2,400 | 10 ₹200 | 5 ₹100 Lowest | 5 ₹100 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. | 45 | CUM | 1,500 ₹67,500 | 1,650 ₹74,250 | 1,750 ₹78,750 | 1,111 ₹49,995 Lowest | 1,500 ₹67,500 | 1,400 ₹63,000 | 1,300 ₹58,500 | 1,580 ₹71,100 | 1,800 ₹81,000 |
| 6.00 | 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. | 85 | CUM | 1,000 ₹85,000 | 1,200 ₹1,02,000 | 320 ₹27,200 Lowest | 666 ₹56,610 | 2,000 ₹1,70,000 | 1,500 ₹1,27,500 | 800 ₹68,000 | 1,180 ₹1,00,300 | 1,200 ₹1,02,000 |
| 7.00 | 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 | 3,000 ₹7,500 | 4,600 ₹11,500 | 3,200 ₹8,000 | 3,333 ₹8,332.5 | 4,000 ₹10,000 | 4,850 ₹12,125 | 2,600 ₹6,500 Lowest | 4,800 ₹12,000 | 5,900 ₹14,750 |
| 8.00 | 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. | 2 | CUM | 3,200 ₹6,400 | 5,300 ₹10,600 | 3,800 ₹7,600 | 3,888 ₹7,776 | 4,000 ₹8,000 | 5,400 ₹10,800 | 2,700 ₹5,400 Lowest | 5,300 ₹10,600 | 6,000 ₹12,000 |
| 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. | 5 | CUM | 4,000 ₹20,000 Lowest | 6,000 ₹30,000 | 4,200 ₹21,000 | 5,111 ₹25,555 | 4,000 ₹20,000 Lowest | 6,500 ₹32,500 | 4,000 ₹20,000 Lowest | 6,800 ₹34,000 | 6,200 ₹31,000 |
| 10.00 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based semi-corrugated (trapizoidal profile) steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws with and including dismantling old existing sheets of any type and any thickness, complete all as specified and as directed by Engineer-in-charge. | 150 | SQM | 850 ₹1,27,500 | 990 ₹1,48,500 | 890 ₹1,33,500 | 722 ₹1,08,300 | 800 ₹1,20,000 | 780 ₹1,17,000 | 700 ₹1,05,000 Lowest | 780 ₹1,17,000 | 1,050 ₹1,57,500 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
17 Jun 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
MISC REPAIRS TO FOOTPATH, HARDSTANDING, GATE AND OTHER EXTERNAL WORKS AT TAMULPUR MIL STN UNDER GE RANGIA
2026_MES_766399_1
8034/RNG/E8
Open Tender
Civil Works
Item Rate
270 days
TAMULPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Rangia
₹98,000
Yes
20 Jul 2026
19 May 2026
19 Jun 2026
19 May 2026
17 Jun 2026
4 Jun 2026
19 May 2026 - 27 May 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. | 50 | EACH | - | - |
| 2 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains, including necessary formwork and demolition of existing damaged drains, complete all as specified and as directed by Engineer-in-charge. | 2 | CUM | - | - |
| 3 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends, complete all as specified and as directed by Engineer-in-charge. | 50 | RM | - | - |
| 4 | Add to or Deduct from Item No. 03 here-in-before for Every 25mm Girth or Part thereof Over or Under 30 Cm, complete all as specified and as directed by Engineer-in-charge. Note:- Quantity of this item shall be changed as per site requirement. | 20 | RM | - | - |
| 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. | 45 | CUM | - | - |
| 6 | 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. | 85 | CUM | - | - |
| 7 | 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 | - | - |
| 8 | 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. | 2 | CUM | - | - |
| 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. | 5 | CUM | - | - |
| 10 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based semi-corrugated (trapizoidal profile) steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws with and including dismantling old existing sheets of any type and any thickness, complete all as specified and as directed by Engineer-in-charge. | 150 | SQM | - | - |
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