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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAdmitted-Finance C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | ₹40.7 L | L1 | Admitted-Finance |
| 2 | L2₹42.4 LAdmitted-Finance THIS INFORMATION IS NOT AVAILABLE IN THE PROVIDED DOCUMENT | KAMRUP METRO | ASSAM | 781005 | ₹42.4 L | L2 | Admitted-Finance |
| 3 | L3₹43.9 LAdmitted-Finance RANGIYA STATION ROAD WARD NO 2 PO RANGIYA DIST KAMRUP ASSAM PIN 781365 | BAKSA | ASSAM | 781365 | ₹43.9 L | L3 | Admitted-Finance |
| 4 | L4₹45.3 LAdmitted-Finance | ₹45.3 L | L4 | Admitted-Finance |
| 5 | L5₹45.6 LAdmitted-Finance RANGIYA DIST KAMRUP ASSAM 781365 | BAKSA | ASSAM | 781365 | ₹45.6 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SITAL BUILDERS L7 | KAKWANI BUILDERS L4 | M/S S.S. Construction L1 | M/s SHARMA BUILDERS & ENGINEERS L3 | M/S NARAYAN ENTERPRISE L5 | M/s Narzary Enterprise L2 | SUNIL KUMAR VERMA L8 | NARESH DAS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 540 | RM | 9 ₹4,860 | 50 ₹27,000 | 10 ₹5,400 | 20 ₹10,800 | 30 ₹16,200 | 15 ₹8,100 | 20 ₹10,800 | 10 ₹5,400 |
| 2.00 | 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. | 200 | EACH | 139 ₹27,800 | 110 ₹22,000 | 80 ₹16,000 | 150 ₹30,000 | 165 ₹33,000 | 100 ₹20,000 | 180 ₹36,000 | 100 ₹20,000 |
| 3.00 | 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. | 145 | CUM | 1,799 ₹2.6 L | 2,000 ₹2.9 L | 1,600 ₹2.3 L | 1,900 ₹2.8 L | 1,650 ₹2.4 L | 1,800 ₹2.6 L | 1,750 ₹2.5 L | 1,700 ₹2.5 L |
| 4.00 | 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 | 1,699 ₹1.4 L | 550 ₹46,750 | 1,100 ₹93,500 | 2,900 ₹2.5 L | 1,900 ₹1.6 L | 1,600 ₹1.4 L | 450 ₹38,250 | 3,000 ₹2.5 L |
| 5.00 | 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 specified and as directed by Engineer-in-charge. | 2.5 | CUM | 4,199 ₹10,497.50 | 5,500 ₹13,750 | 3,900 ₹9,750 | 4,500 ₹11,250 | 3,200 ₹8,000 | 5,800 ₹14,500 | 5,300 ₹13,250 | 6,500 ₹16,250 |
| 6.00 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as specified and as directed by Engineer-in-charge. | 24 | CUM | 5,799 ₹1.4 L | 5,000 ₹1.2 L | 4,000 ₹96,000 | 4,000 ₹96,000 | 3,400 ₹81,600 | 6,300 ₹1.5 L | 6,100 ₹1.5 L | 7,500 ₹1.8 L |
| 7.00 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains with necessary formwork and finishing concrete surfaces even and smooth with using extra cement, including demolition of existing old damaged PCC drains, complete all as specified and as directed by Engineer-in-charge. | 2 | CUM | 6,999 ₹13,998 | 6,800 ₹13,600 | 5,100 ₹10,200 | 4,500 ₹9,000 | 3,600 ₹7,200 | 7,800 ₹15,600 | 6,200 ₹12,400 | 8,500 ₹17,000 |
| 8.00 | 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 specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. | 4.5 | CUM | 7,119 ₹32,035.50 | 6,800 ₹30,600 | 5,100 ₹22,950 | 4,500 ₹20,250 | 4,000 ₹18,000 | 7,800 ₹35,100 | 7,000 ₹31,500 | 9,000 ₹40,500 |
| 9.00 | 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 specified and as directed by Engineer-in-charge. | 30 | CUM | 7,449 ₹2.2 L | 7,000 ₹2.1 L | 7,900 ₹2.4 L | 8,500 ₹2.5 L | 8,300 ₹2.5 L | 8,500 ₹2.5 L | 7,200 ₹2.2 L | 11,000 ₹3.3 L |
| 10.00 | M&L for Rendering 15mm thick in cement morter 1:4 on brick work or concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. | 210 | SQM | 199 ₹41,790 | 220 ₹46,200 | 199 ₹41,790 | 240 ₹50,400 | 155 ₹32,550 | 195 ₹40,950 | 200 ₹42,000 | 180 ₹37,800 |
Updated dates
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
4 May 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
REPAIR/ REPLACEMENT OF FENCING, GATE, FOOTPATH, HARDSTANDING AND OTHER MISC WORKS AT WEST WING OF HATTIGOR MIL STN UNDER GE RANGIA
2026_MES_759245_1
8015/RNG/E8
Open Tender
Civil Works
270 days
HATTIGOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Rangia
₹98,000
Yes
6 May 2026
6 Apr 2026
6 May 2026
6 Apr 2026
4 May 2026
21 Apr 2026
6 Apr 2026 - 13 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 | 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 | - | - |
| 3 | 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 | - | - |
| 4 | 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 | - | - |
| 5 | 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 specified and as directed by Engineer-in-charge. | - | CUM | - | - |
| 6 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as specified and as directed by Engineer-in-charge. | - | CUM | - | - |
| 7 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains with necessary formwork and finishing concrete surfaces even and smooth with using extra cement, including demolition of existing old damaged PCC drains, complete all as specified and as directed by Engineer-in-charge. | - | CUM | - | - |
| 8 | 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 specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. | - | CUM | - | - |
| 9 | 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 specified and as directed by Engineer-in-charge. | - | CUM | - | - |
| 10 | M&L for Rendering 15mm thick in cement morter 1:4 on brick work or concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. | - | SQM | - | - |
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