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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC | ₹19.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.0 LRejected-AOC | ₹19.0 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Failed |
| Sl No | Description | Qty | Unit | KHAGEN CHANDRA MOCHAHARI L1 | REG-CON/PWDB/2023/7586948 L2 |
|---|---|---|---|---|---|
| 1.00 | 1.Construction of Statue Platform
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, 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 | 17.48 | Cum | 305.01 ₹5,332.18 | 305.01 ₹5,332.18 |
| 2.00 | 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 | 60.78 | Sqm | 645.64 ₹39,242 | 645.64 ₹39,242 |
| 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) | 4.03 | Cum | 7,265.95 ₹29,252.71 | 7,265.95 ₹29,252.71 |
| 4.00 | 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 | 503 | Kg | 95.32 ₹47,945.96 | 95.32 ₹47,945.96 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 6 Thermo-Mechanically Treated bars of Grade Fe-500D or more | 426.1 | Kg | 95.32 ₹40,615.85 | 95.32 ₹40,615.85 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 8.88 | Sqm | 327.44 ₹2,907.67 | 327.44 ₹2,907.67 |
| 7.00 | 5.9.6 Coloumn, pillars, piers, abutments, posts and Struts | 53.92 | Sqm | 855.16 ₹46,110.23 | 855.16 ₹46,110.23 |
| 8.00 | 5.9.5 Lentils, beams, plinth beams, girders, bressumers and cantilevers | 21.81 | Sqm | 646.86 ₹14,108.02 | 646.86 ₹14,108.02 |
| 9.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 25 | Sqm | 815.07 ₹20,376.75 | 815.07 ₹20,376.75 |
| 10.00 | 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 1:1.5:3 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 6.2 | Cum | 8,448.61 ₹52,415.18 | 8,448.61 ₹52,415.18 |
Tender Value
₹19.0 L
EMD Value
₹37,995
Closing Date
4 Mar 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of Chilarai Statue at Orang under SOPD Bodoland Welfare Department, 2025-26. TN_111_41
2026_BTC_51199_1
No.ACE-133/PWD/G.79/2025-26/69
Open Tender
Civil Works - Building
180 days
Kokrajhar
Refer to SBD
4 documents required · 4 mandatory
₹500
₹37,995
Yes
3 Jun 2026
16 Feb 2026
5 Mar 2026
16 Feb 2026
4 Mar 2026
16 Feb 2026
16 Feb 2026 - 4 Mar 2026
1.Construction of Statue Platform Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, 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
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
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)
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
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 6 Thermo-Mechanically Treated bars of Grade Fe-500D or more
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Coloumn, pillars, piers, abutments, posts and Struts
5.9.5 Lentils, beams, plinth beams, girders, bressumers and cantilevers
5.9.3 Suspended floors, roofs, landings, balconies and access platform
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 1:1.5:3 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
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 : 5.2.2 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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5KM also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 7.38.1 8mm thick (mirror polished and machine cut edge) 7.38.1.1 Granite stone of any colour and shade
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
2. Construction of Statue of Chilarai at Udalguri, Orang (Size 4' x 12')
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