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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 LAdmitted-Finance NOT AVAILABLE | PALWAL | HARYANA | 121004 | ₹22.2 L | L1 | Admitted-Finance |
| 2 | L2₹22.2 LAdmitted-Finance | ₹22.2 L | L2 | Admitted-Finance |
| 3 | L2₹22.2 LAdmitted-Finance KHERMIA GAON NAMRUP PO PARBATPUR PIN 786623 | DIBRUGARH | ASSAM | 786623 | ₹22.2 L | L2 | Admitted-Finance |
| 4 | L3₹22.9 LAdmitted-Finance | ₹22.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHRI NITU SONOWAL L2 | BRAHMAPUTRA CONSTRUCTION L3 | M/s. Rituraj Enterprise L1 | HIMANSHU BHUYAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil Footing combined Footing Gate footing Drain | 126.2 | CUM | 204.73 ₹25,836.93 | 211.2 ₹26,653.44 | 209.56 ₹26,446.47 | 204.73 ₹25,836.93 |
| 2.00 | 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. | 75.15 | CUM | 250.71 ₹18,841.36 | 258.6 ₹19,434.31 | 253.95 ₹19,084.85 | 250.71 ₹18,841.36 |
| 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:
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) Footing combined Footing Gate footing Plinth Beam Drain | 21.54 | CUM | 6,553.1 ₹1.4 L | 6,760 ₹1.5 L | 6,970.07 ₹1.5 L | 6,553.1 ₹1.4 L |
| 4.00 | 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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Footing combined Footing Gate footing Plinth Beam Pedestal Padestal column (Gate) | 32.83 | CUM | 7,596.77 ₹2.5 L | 7,836.1 ₹2.6 L | 8,104.56 ₹2.7 L | 7,596.77 ₹2.5 L |
| 5.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) column Gate Column Coping Beam | 14.05 | CUM | 9,675.8 ₹1.4 L | 9,981.3 ₹1.4 L | 10,388.7 ₹1.5 L | 9,675.8 ₹1.4 L |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank Footing combined Footing Pedestal Pedestal Gate | 113.43 | SQM | 292.55 ₹33,183.95 | 301.8 ₹34,233.17 | 314.11 ₹35,629.50 | 292.55 ₹33,183.95 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers Plinth Beam Column Gate Column Coping Beam | 306.65 | SQM | 577.92 ₹1.8 L | 596.2 ₹1.8 L | 620.52 ₹1.9 L | 577.92 ₹1.8 L |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & Above Plinth
Mild steel and Medium Tensile steel bars | 3,504.14 | KG | 85.17 ₹3.0 L | 87.9 ₹3.1 L | 92 ₹3.2 L | 85.17 ₹3.0 L |
| 9.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Boundary wall(after Deduction of Column& gate ) wall Drain | 477.61 | SQM | 803.32 ₹3.8 L | 828.7 ₹4.0 L | 854.61 ₹4.1 L | 803.32 ₹3.8 L |
| 10.00 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) wall including column Column Edge Gate column coping Beam | 1,044.72 | SQM | 282.63 ₹3.0 L | 291.6 ₹3.0 L | 287.64 ₹3.0 L | 282.63 ₹3.0 L |
Tender Value
₹23.4 L
EMD Value
₹46,745
Closing Date
3 Mar 2026, 1:00 pmClosed
Executive Officer/ Chairman, Namrup MB
Office of the Namrup Municipal Board
Construction of Boundary Wall at Namrup ASTC Bus Stand (Existing), Ward No.4, Namrup Municipal Board under 15th F.C
2026_UDD_51059_1
NrpMB5/15thFC/26/22
Open Tender
Civil Works
180 days
Namrup
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹46,745
Yes
7 Mar 2026
11 Feb 2026
3 Mar 2026
11 Feb 2026
3 Mar 2026
11 Feb 2026
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