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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 LAccepted-AOC CHANDAN NAGAR WARD NO 13 PO DIST GOLAGHAT ASSAM 785621 | GOLAGHAT | ASSAM | 785621 | ₹25.5 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹25.5 L+₹20 (<0.01%)Rejected-AOC DOHA BORA CHUK OPPOSITE UBI BANK PO PS DIST JORHAT ASSAM PIN 785001 | JORHAT | ASSAM | 785001 | ₹25.5 L+₹20 (<0.01%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹27.0 L+₹1.5 L (5.81%)Rejected-AOC | ₹27.0 L+₹1.5 L (5.81%) | L3 | Rejected-AOC REJECTED |
| 4 | L4₹28.5 L+₹3.0 L (11.6%)Rejected-AOC | ₹28.5 L+₹3.0 L (11.6%) | L4 | Rejected-AOC REJECTED |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
11 Dec 2023, 2:00 pmClosed
Director
Director, A.H. Vetty. Department
Construction of Raised Plate Form for Animal at Disoi in Golaghat District under SOPD G Scheme
2023_AHVD_34049_1
E_408596_2023_24_DFA_395557
Open Tender
Civil Works
Works
90 days
Golaghat
Please refer Tender documents.
5 documents required · 5 mandatory
₹700
₹60,000
Yes
CHENIKUTHI, GUWAHATI-3.
13 Feb 2024
18 Nov 2023
11 Dec 2023
18 Nov 2023
11 Dec 2023
30 Nov 2023
18 Nov 2023 - 23 Nov 2023
23 Nov 2023
Amount
2.25(A) Excavating, supplying and filling of local earth (including royalty) by mechanical ransport upto a lead of 5km also including ramming and watering of the earth in layers ot exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
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.
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 : 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)
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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6.1 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)
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:6 (1cement : 6 coarse sand)
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Coulumns, Pillars, Piers, Abutments, Posts and Struts
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with olymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet ashers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to ny pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer oated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m²
13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
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
Debika Sarkar Bora
ARINDAM GOGOI
MONSOON ENTERPRISE
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