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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.9 LAccepted-AOC VILL AMGURI P O KHAGRABARI P S DHALIGAON 783385 DIST CHIRANG BTAD ASSAM | CHIRANG | ASSAM | 783385 | ₹79.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹80 L+₹10,000 (0.13%)Rejected-AOC | ₹80 L+₹10,000 (0.13%) | L2 | Rejected-AOC L2 |
| 3 | L3₹80.5 L+₹60,000 (0.75%)Rejected-AOC ASSAM AS | ₹80.5 L+₹60,000 (0.75%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | DANIEL BRAHMA L3 | SANJIB DAIMARY L1 | DHILAN BASUMATARY L2 |
|---|---|---|---|---|---|---|
| 1.00 | STATUE PEDESTAL
2.8 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. | 7.2 | Cum | 295 ₹2,124 | 286.85 ₹2,065.32 Lowest | 295 ₹2,124 |
| 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 | 97.56 | Sqm | 615 ₹59,999.4 | 607.2 ₹59,238.43 Lowest | 615 ₹59,999.4 |
| 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 :
4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.33 | Cum | 6,326.05 ₹8,413.65 Lowest | 6,326.05 ₹8,413.65 Lowest | 6,326.05 ₹8,413.65 Lowest |
| 4.00 | 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. | 336.44 | Kg | 95 ₹31,961.8 | 89.65 ₹30,161.85 Lowest | 89.65 ₹30,161.85 Lowest |
| 5.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of the same...5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 21.84 | Sqm | 815 ₹17,799.6 | 804.25 ₹17,564.82 Lowest | 804.25 ₹17,564.82 Lowest |
| 6.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 20.4 | Sqm | 608.95 ₹12,422.58 Lowest | 608.95 ₹12,422.58 Lowest | 608.95 ₹12,422.58 Lowest |
| 7.00 | 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 10.72 | Cum | 8,512.1 ₹91,249.71 Lowest | 8,512.1 ₹91,249.71 Lowest | 8,512.1 ₹91,249.71 Lowest |
| 8.00 | 2.25(a) 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. | 10.37 | Cum | 368.65 ₹3,822.9 Lowest | 368.65 ₹3,822.9 Lowest | 368.65 ₹3,822.9 Lowest |
| 9.00 | 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 :
5.1.3 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) | 0.61 | Cum | 7,945.65 ₹4,862.74 Lowest | 7,945.65 ₹4,862.74 Lowest | 7,945.65 ₹4,862.74 Lowest |
| 10.00 | 5.2 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 natu?ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.75 | Cum | 10,185.05 ₹28,008.89 Lowest | 10,185.05 ₹28,008.89 Lowest | 10,185.05 ₹28,008.89 Lowest |
Tender Value
₹79.9 L
EMD Value
₹1.6 L
Closing Date
28 Jul 2025, 12:30 pmClosed
Sri Pranab Kr. Rabha
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of Statue of Dwikrong Khungur at Bodofa Cultural Complex Main Gate, Kokrajhar. TN_04_12.
2025_BTC_45371_1
No.125/NIT/Infra/BTC/22-23/208
Open Tender
Civil Works - Building
Item Rate
365 days
Kokrajhar
Tender Documents
4 documents required · 4 mandatory
₹1,600
₹1.6 L
Yes
15 Oct 2025
5 Jul 2025
29 Jul 2025
5 Jul 2025
28 Jul 2025
5 Jul 2025
5 Jul 2025 - 28 Jul 2025
Amount
STATUE PEDESTAL 2.8 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.
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
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 : 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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.
5.9 Centering and shuttering including strutting, propping etc. and removal of the same...5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
2.25(a) 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.
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 : 5.1.3 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)
5.2 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 natu?ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
11.4 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
13.5 15 mm cement plaster in single coat on rough side of single or half brick wall 13.5.1 1:4 (1 cement : 4 coarse sand)
11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
10.28 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.).
MAIN GATES AND FRONT BOUNDARY WALL 13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.44 Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.1 Light shade pigment using white cement
STATUE OF DWIKHONG KHUNGUR BASUMATARY Clay Moselling
Waste Plaster Moulding
Glass Fibre with marble casting
Automotive Paint
Installation
Artist Remuneration (including Co-Artist & Technician)
MURAL AT MAIN GATE OF BODOFA CULTURAL COMPLEX Clay Modelling
Waste Plaster Moulding
Glass Fibre with marble casting
Automotive Paint
Installation
Artist Remuneration (including Co-Artist & Technician)
ARONAI DESIGN AT MAIN GATE Aronai Design at First Gate (Small Gate)
Aronai Design at Second Gate (Main Gate)
Artist Remuneration (including Co-Artist & Technician)
3D LED ACRYLIC LETTERS BOARD AT MAIN GATE Acrylic 3D Letters (1st Gate)- English (letter)-21 letter (Per Letter 22 inch/ 18 inch)
Acrylic 3D Letters (2nd Gate)- Bodo (letter)- 20 letter (Per Letter 32 inch/ 28 inch)
Acrylic 3D Letters (2nd Gate)- English (letter)- 21 letter (Per Letter 21 inch/ 18 inch)
ACP Sheet (1st Gate)- Size 22 feet by 2 feet
ACP Sheet (2nd Gate)- Size 22 feet by 2 feet
Iron Pipes
Fitting Charges
BOUNDARY WALL PAINTING (art work) Wall Painting
DHILAN BASUMATARY (BID ID -272298)
DANIEL BRAHMA (BID ID -272297)
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