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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹2.0 CrAccepted-AOC | ₹2.0 Cr | I | Accepted-AOC L1 bidder |
| 2 | II₹2.0 CrRejected-AOC NORTH LAKHIMPUR LAKHIMPUR | ₹2.0 Cr | II | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | M/S NORTHERN GASES H1 | JADAV SAIKIA H2 |
|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 705.4 | cum | 1,239.6 ₹8.7 L | 1,239.6 ₹8.7 L |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 1,828.5 | cum | 286.85 ₹5.2 L | 283.02 ₹5.2 L |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 121.9 | cum | 6,833.4 ₹8.3 L | 6,833.4 ₹8.3 L |
| 4.00 | Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 1,219 | sqm | 733.3 ₹8.9 L | 733.3 ₹8.9 L |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 851.4 | cum | 7,945.65 ₹67.6 L | 7,945.65 ₹67.6 L |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) | 18.75 | cum | 6,620 ₹1.2 L | 6,620 ₹1.2 L |
| 7.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 531 | cum | 253.95 ₹1.3 L | 253.95 ₹1.3 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 4,847.5 | sqm | 608.35 ₹29.5 L | 608.35 ₹29.5 L |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more | 81,562.05 | kg | 89.65 ₹73.1 L | 89.65 ₹73.1 L |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
11 Mar 2026, 4:00 pmClosed
Executive Officer
Office of the North Lakhimpur Municipal Board
Construction of RCC Drain at Right side of DK Road L 280.00M and Daily Bazar Road, L 580.00M in North Lakhimpur under 15TH Finance Commission Tied Grant
2026_UDD_51659_1
NLMB/15TH FC/TIED/2025-26/08
Open Tender
Civil Works
150 days
North Lakhimpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,120
₹4.1 L
15 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
4 Mar 2026 - 11 Mar 2026
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
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