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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹38.8 LAccepted-AOC C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | ₹38.8 L Quoted ₹39.3 L | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER |
| 2 | L-2₹39.9 L+₹58,045 (1.48%)Rejected-Finance | ₹39.9 L+₹58,045 (1.48%) | L-2 | Rejected-Finance BEING L2 BIDDER |
| 3 | L-3₹40.4 L+₹1.1 L (2.89%)Rejected-Finance RANGIYA STATION ROAD WARD NO 2 PO RANGIYA DIST KAMRUP ASSAM PIN 781365 | BAKSA | ASSAM | 781365 | ₹40.4 L+₹1.1 L (2.89%) | L-3 | Rejected-Finance BEING L3 BIDDER |
| 4 | L-4₹42.7 L+₹3.4 L (8.75%)Rejected-Finance RANGIYA DIST KAMRUP ASSAM 781365 | BAKSA | ASSAM | 781365 | ₹42.7 L+₹3.4 L (8.75%) | L-4 | Rejected-Finance BEING L4 BIDDER |
| 5 | L-5₹43.0 L+₹3.7 L (9.45%)Rejected-Finance C O SHRI AMRENDER KUMAR YADAV IACHHIPUR SANTOSH NAGAR GORAKHNATH GORAKHPUR UTTAR PRADESH PIN 273015 | GORAKHPUR | UTTAR PRADESH | 273015 | ₹43.0 L+₹3.7 L (9.45%) | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S SITAL BUILDERS L7 | M/S S.S. Construction L1 | KAKWANI BUILDERS L2 | M/s SHARMA BUILDERS & ENGINEERS L3 | M/S NARAYAN ENTERPRISE L4 | Shiva Builders L5 | M/s Narzary Enterprise L8 | NARESH DAS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 140 | CUM | 149 ₹20,860 | 150 ₹21,000 | 130 ₹18,200 | 180 ₹25,200 | 110 ₹15,400 Lowest | 250 ₹35,000 | 125 ₹17,500 | 220 ₹30,800 |
| 2.00 | 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. | 20 | CUM | 39 ₹780 Lowest | 60 ₹1,200 | 150 ₹3,000 | 120 ₹2,400 | 90 ₹1,800 | 150 ₹3,000 | 95 ₹1,900 | 130 ₹2,600 |
| 3.00 | 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. | 120 | CUM | 29 ₹3,480 Lowest | 70 ₹8,400 | 130 ₹15,600 | 100 ₹12,000 | 90 ₹10,800 | 150 ₹18,000 | 165 ₹19,800 | 140 ₹16,800 |
| 4.00 | 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. | 38 | CUM | 3,999 ₹1,51,962 | 3,500 ₹1,33,000 | 3,500 ₹1,33,000 | 4,200 ₹1,59,600 | 3,400 ₹1,29,200 Lowest | 4,000 ₹1,52,000 | 5,000 ₹1,90,000 | 5,000 ₹1,90,000 |
| 5.00 | M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in benching/Coping, edging, etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s) including demolition of existing old damaged PCC, complete all as specified and as directed by Engineer-in-charge. | 8 | CUM | 6,449 ₹51,592 | 4,800 ₹38,400 | 5,500 ₹44,000 | 4,100 ₹32,800 | 3,600 ₹28,800 Lowest | 6,000 ₹48,000 | 6,500 ₹52,000 | 8,000 ₹64,000 |
| 6.00 | 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. | 75 | CUM | 8,449 ₹6,33,675 | 7,500 ₹5,62,500 | 5,990 ₹4,49,250 Lowest | 7,500 ₹5,62,500 | 6,600 ₹4,95,000 | 6,950 ₹5,21,250 | 7,800 ₹5,85,000 | 9,000 ₹6,75,000 |
| 7.00 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. | 195 | SQM | 849 ₹1,65,555 | 690 ₹1,34,550 Lowest | 690 ₹1,34,550 Lowest | 750 ₹1,46,250 | 695 ₹1,35,525 | 800 ₹1,56,000 | 900 ₹1,75,500 | 900 ₹1,75,500 |
| 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. | 442 | SQM | 219 ₹96,798 | 170 ₹75,140 | 190 ₹83,980 | 220 ₹97,240 | 145 ₹64,090 | 185 ₹81,770 | 135 ₹59,670 Lowest | 180 ₹79,560 |
| 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 | 7,449 ₹37,245 | 4,800 ₹24,000 | 5,500 ₹27,500 | 4,200 ₹21,000 | 3,600 ₹18,000 Lowest | 6,500 ₹32,500 | 6,000 ₹30,000 | 8,000 ₹40,000 |
| 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. | 450 | KG | 119 ₹53,550 | 105 ₹47,250 | 99 ₹44,550 | 100 ₹45,000 | 90 ₹40,500 Lowest | 100 ₹45,000 | 115 ₹51,750 | 110 ₹49,500 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
22 Jul 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
REPAIR TO DRAIN PATH CULVERT AND CERTAIN B/R WORKS AT HATTIGOR MIL STN UNDER GE RANGIA
2026_MES_774410_1
8052/RNG/E8
Open Tender
Civil Works
Works
270 days
HATTIGOR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Rangia
₹98,000
Yes
11 Aug 2026
24 Jun 2026
24 Jul 2026
24 Jun 2026
22 Jul 2026
9 Jul 2026
24 Jun 2026 - 1 Jul 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. | 140 | CUM | - | - |
| 2 | 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. | 20 | CUM | - | - |
| 3 | 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. | 120 | CUM | - | - |
| 4 | 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. | 38 | CUM | - | - |
| 5 | M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in benching/Coping, edging, etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s) including demolition of existing old damaged PCC, complete all as specified and as directed by Engineer-in-charge. | 8 | CUM | - | - |
| 6 | 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. | 75 | CUM | - | - |
| 7 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. | 195 | 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. | 442 | 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. | 5 | 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. | 450 | KG | - | - |
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