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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC VILL AMGURI P O KHAGRABARI P S DHALIGAON 783385 DIST CHIRANG BTAD ASSAM | CHIRANG | ASSAM | 783385 | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.0 L+₹1,000 (0.04%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Not Qualified |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
30 Mar 2024, 1:30 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD BTC
Construction of Main Gate of Aideor Biyab Bathou Thansali at Mura Deor under the Head Grants to BTC for Infrastructure Dev. fund for the year 2023-24
2024_BTC_37390_1
125/ACE/NIT/Infra/BTC/22-23/47
Open Tender
Civil Works
Works
180 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹50,000
Yes
5 Jul 2024
18 Mar 2024
30 Mar 2024
18 Mar 2024
30 Mar 2024
18 Mar 2024
18 Mar 2024 - 30 Mar 2024
Amount
2.8. Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 15 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: 4.1.5 1:3:6 (1 Cement: 3 coarse sand (zone III): 6 graded stone aggregate 20 mm nominal
5.22. 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.
5.22A. 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.
5.9. Centering and shuttering including struting propering etc. and removal of form for: 5.9.1. Foundation, footing bases of columns etc. for mass concrete
5.9.6. Columns, Pillars, Pires Abutments, Posts and Struts
5.9.5. Lintelsd, beams plinth beams, girders, Bressumers and cantilevers
5.9.3. Suspended floor roofs landing balconies and access platform
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 1:15:3 (1 cement : 15 coarse sand (zone III). 3 graded stone aggregate 20 mm nominal size)
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): 3 graded stone aggregate 20 mm nominal size)
5.3 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 1:1.53 (1 cement: 15 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in boundation and plinth in 6.1.1. Cement mortar 14 (1 cement 4 coarse sand)
2.25.(a) Excavating, supplying and filling of local carth (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.
13.19. Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. 13.19.1 Ordinary cement finish using ordinary cement
11.41. Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 33 kg sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm
10.25. Steel work welded in built up sections/ framed work, including cutting, hotsting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
11.20 Chequered 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: + coarse sand). 11.20.1 Light shade pigment using white cement
13.26. Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
13.45. Finishing walls with textured exterior paint of required shade: 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
2.14. Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 21 by volume (2 parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any. with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 2.14.1 Holes 1.2 m dia and L2 m deep
2.15. Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement: 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: 2.15.1 With common burnt clay F.P.S. (non modular) bricks of class designation 5.0
7.5. Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25 cm as per direction of the officer in charge.
7.7 Providing and stacking of Bauhinia blakeana (Kachnar) of height 120 150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
7.24. Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge v
7.74. Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthenpots of size 25 cm as per direction of the officer-in-charge.
Gate Design Sculpture using Materila Fibre Clay
Plastered of Paris
Resin
Marble Dust
Chalk Powder
Cobalt Blue
Catalyst
Fiber Mate
Iron Rod
Coconut Fiber
Wax Pool
Thinner
Bucket
Brush (Flat)
Brush Round
Aluminum Sheet
Colour
Mask (Professional)
Gloves
Silicon
Labours Component Head Artis
Asstt. Artis
Painter
Labours Charges
Installation Charge
Anil Rabha
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