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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.1 LAdmitted-Finance TANGLA UDALGURI ASSAM | UDALGURI | ASSAM | 784113 | L1 | Admitted-Finance | |
| 2 | L2₹47.3 L+₹17,139.02 (0.36%)Admitted-Finance GANAKPARA CITY TOWN UDALGURI P O BHOLABARI P S KALAIGAON DIST UDALGURI ASSAM PIN 784525 | DARRANG | ASSAM | 784525 | L2 | Admitted-Finance | |
| 3 | L3₹48.1 L+₹1.1 L (2.28%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Pabitra Boro L1 | TORALI KHAKLARI L3 | LANKESWAR RABHA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Civil Works
2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains over ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upyo 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 | 70.64 | Cum | 260 ₹18,366.4 Lowest | 290 ₹20,485.6 | 286 ₹20,203.04 |
| 2.00 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 30.87 | m2 | 600 ₹18,522 Lowest | 600 ₹18,522 Lowest | 600 ₹18,522 Lowest |
| 3.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.05 | Cum | 6,200 ₹43,710 Lowest | 6,800 ₹47,940 | 6,400 ₹45,120 |
| 4.00 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,956.1 | kg | 90 ₹1,76,049 Lowest | 91 ₹1,78,005.1 | 91 ₹1,78,005.1 |
| 5.00 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,704 | kg | 90 ₹1,53,360 Lowest | 91 ₹1,55,064 | 91 ₹1,55,064 |
| 6.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 31.92 | sqm | 310 ₹9,895.2 Lowest | 310 ₹9,895.2 Lowest | 310 ₹9,895.2 Lowest |
| 7.00 | 5.9.4 Shelves ( Cast in situ ) | 12.96 | sqm | 766 ₹9,927.36 Lowest | 766 ₹9,927.36 Lowest | 766 ₹9,927.36 Lowest |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 188.44 | sqm | 650 ₹1,22,486 Lowest | 720 ₹1,35,676.8 | 660 ₹1,24,370.4 |
| 9.00 | 5.9.6 Columns, pillars, piers, Abutments, posts & strut | 82.32 | sqm | 750 ₹61,740 Lowest | 750 ₹61,740 Lowest | 750 ₹61,740 Lowest |
| 10.00 | 5.1 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 :
5.1.2 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) | 16.76 | Cum | 8,400 ₹1,40,784 Lowest | 8,600 ₹1,44,136 | 8,500 ₹1,42,460 |
Tender Value
₹44.3 L
EMD Value
₹90,000
Closing Date
10 Feb 2026, 1:00 pmClosed
Superint. Engineer,PWD,Kokrajhar Building Circle
O/o S.E., PWD, Kokrajhar Building Circle, Kokrajhar
Construction of Hostel Building at Tangla College in Udalguri District.
2026_BoTC_50379_1
SE(B)/21-22/Pt-III/69-563_6
Open Tender
Civil Works - Building
Item Rate
180 days
Udalguri district
Please refer Tender documents.
4 documents required · 4 mandatory
₹900
₹90,000
Yes
9 Oct 2026
20 Jan 2026
10 Feb 2026
20 Jan 2026
10 Feb 2026
20 Jan 2026
20 Jan 2026 - 30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Works
2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains over ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upyo 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 | 70.64 | Cum | - | - |
| 2 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 30.87 | m2 | - | - |
| 3 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.05 | Cum | - | - |
| 4 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,956.1 | kg | - | - |
| 5 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,704 | kg | - | - |
| 6 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 31.92 | sqm | - | - |
| 7 | 5.9.4 Shelves ( Cast in situ ) | 12.96 | sqm | - | - |
| 8 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 188.44 | sqm | - | - |
| 9 | 5.9.6 Columns, pillars, piers, Abutments, posts & strut | 82.32 | sqm | - | - |
| 10 | 5.1 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 :
5.1.2 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) | 16.76 | Cum | - | - |
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