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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹42.5 LAccepted-AOC THIS INFORMATION IS NOT AVAILABLE IN THE PROVIDED DOCUMENT | KAMRUP METRO | ASSAM | 781005 | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹43.1 L+₹22,740 (0.53%)Rejected-Finance C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | L-2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L-3₹44.9 L+₹2.0 L (4.74%)Rejected-Finance | L-3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L-4₹45.5 L+₹2.6 L (5.98%)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₹46.0 L+₹3.1 L (7.15%)Rejected-Finance RANGIYA DIST KAMRUP ASSAM 781365 | BAKSA | ASSAM | 781365 | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S S.S. Construction L2 | M/S NARAYAN ENTERPRISE L5 | M/s SHARMA BUILDERS & ENGINEERS L4 | M/s Narzary Enterprise L1 | NARESH DAS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 135 | CUM | 180 ₹24,300 | 165 ₹22,275 | 180 ₹24,300 | 135 ₹18,225 Lowest | 200 ₹27,000 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and exc 1.5 m but n.exc 3.0 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. | 40 | CUM | 200 ₹8,000 | 170 ₹6,800 | 120 ₹4,800 Lowest | 195 ₹7,800 | 200 ₹8,000 |
| 3.00 | 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. | 90 | CUM | 60 ₹5,400 Lowest | 155 ₹13,950 | 100 ₹9,000 | 120 ₹10,800 | 120 ₹10,800 |
| 4.00 | 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. | 45 | CUM | 70 ₹3,150 Lowest | 150 ₹6,750 | 100 ₹4,500 | 135 ₹6,075 | 130 ₹5,850 |
| 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. | 32 | CUM | 1,600 ₹51,200 Lowest | 1,800 ₹57,600 | 2,000 ₹64,000 | 1,800 ₹57,600 | 1,800 ₹57,600 |
| 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 | 1,100 ₹93,500 Lowest | 1,700 ₹1,44,500 | 2,800 ₹2,38,000 | 1,400 ₹1,19,000 | 2,500 ₹2,12,500 |
| 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. | 4.85 | CUM | 3,500 ₹16,975 | 3,400 ₹16,490 Lowest | 4,200 ₹20,370 | 6,000 ₹29,100 | 6,000 ₹29,100 |
| 8.00 | 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. | 4 | CUM | 4,900 ₹19,600 | 3,600 ₹14,400 Lowest | 4,500 ₹18,000 | 6,800 ₹27,200 | 8,000 ₹32,000 |
| 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. | 7.8 | CUM | 4,900 ₹38,220 | 3,800 ₹29,640 Lowest | 4,500 ₹35,100 | 6,800 ₹53,040 | 8,000 ₹62,400 |
| 10.00 | 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. | 36 | CUM | 8,000 ₹2,88,000 Lowest | 8,400 ₹3,02,400 | 8,200 ₹2,95,200 | 8,500 ₹3,06,000 | 11,000 ₹3,96,000 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
28 Apr 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
REPAIR/ MAINT AND CLEANING OF SEWAGE LINES, SEPTIC TANKS, SOAK WELL, MANHOLES AND OTHER B/R WORKS AT WEST WING OF HATTIGOR MIL STN UNDER GE RANGIA
2026_MES_759396_1
8020/RNG/E8
Open Tender
Civil Works
Item Rate
270 days
HATTIGOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Rangia
₹98,000
Yes
20 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 | 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 | - | - |
| 2 | Excavation in trenches n.exc 1.5m wide and exc 1.5 m but n.exc 3.0 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 | 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 | - | - |
| 4 | 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 | - | - |
| 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. | - | 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. | - | 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. | - | CUM | - | - |
| 8 | 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 | - | - |
| 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. | - | CUM | - | - |
| 10 | 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. | - | CUM | - | - |
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