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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC NEW DUDHNOI GOALPARA | BARPETA | ASSAM | 783101 | ₹19.4 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹21.7 L+₹2.3 L (11.8%)Rejected-AOC | ₹21.7 L+₹2.3 L (11.8%) | L2 | Rejected-AOC As award is process to L1 |
| 3 | L3₹23.1 L+₹3.7 L (19.3%)Rejected-AOC | ₹23.1 L+₹3.7 L (19.3%) | L3 | Rejected-AOC As award is process to L1 |
| 4 | L4₹24.9 L+₹5.5 L (28.6%)Rejected-AOC | ₹24.9 L+₹5.5 L (28.6%) | L4 | Rejected-AOC As award is process to L1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
Tender Value
₹26 L
EMD Value
₹52,000
Closing Date
15 Sept 2023, 2:00 pmClosed
Director
OFFICE OF THE DIRECTOR, ANIMAL HUSBANDRY AND VETERINARY DEPARTMENT, ASSAM, CHENIKUTHI, GUWAHATI-3.
Construction of a Cow Shed at Garukhuti Bahumukhi Krishi Prakapla, Sipajhar, Darrang, Assam.
2023_AHVDE_32047_1
ECF_No.E_355836
Open Tender
Construction Works
Works
180 days
Sipajhar
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
₹52,000
Guwahati
20 Nov 2023
11 Aug 2023
15 Sept 2023
11 Aug 2023
15 Sept 2023
18 Aug 2023
11 Aug 2023 - 17 Aug 2023
17 Aug 2023
Amount
2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual mean foundation or drains (not exceeding 1.5m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil
2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
4.1.5 Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering all works upto plinth level. 1:3:6 (1 cement : 3 coarse sand (Zone - III) derived from natural source : 6 graded stone aggregate 20mm nominal size derived from natural source)
5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
5.33.2.1 All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
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 Suspended floors, roofs, landings, balconies and access platform
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 Columns, Pillars, Piers, Abutments, Posts and Struts
6.2.2 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.
13.1. 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks.
12.1.2 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers 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 (upto any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80 mm thick with zinc coating not less than 275 gm/m²
12.4.1 Providing ridges or hips of width 60cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.80mm thick with zinc coating not less than 275gm/ m2
12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Barge board (Upto 300 mm)
10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
11.5 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 ggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of ix 1:2 (1 cement hardenermix : 2 graded stone aggregate, 6mm nominal size) by volume, ardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of teps etc. complete.
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 oarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, lacing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
13.37 White washing with lime to give an even shade : New work (three or more coats)
Wiring for light / Fan/ call bell point with 1.5sqmm FRLS PVC insulated copper conductor single core cable in surface in surface / recessed steel conduit with plano type switch phenolic laminated sheet conduit with plano suitable size etc. as reqd . Group-A
Wiring for light / Fan/call bell point with 1.5sqmm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit with plano type switch phenolic laminated sheet suitable core cable in surface / recessed steel conduit with plano type switch etc as reqd Gr-B
Wiring for light / Fan/call bell point with 1.5sqmm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit with piano type switch phenolic laminated sheet suitable size and earthing the point with 1.5sqmm FRLS PVC insulated etc as reqd
Wiring for light point/ fan point/exhaust fan point / call bell point with 1.5sqmm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit with modular switch , plate , suitable G.I. box and earthing the point as reqd. Gr-B
Wiring for light / power plug with 4x4 sqmm FRLS PVC insulated copper conductor single core cable in surface recessed steel conduit alongwith 2nos 4sqmm FRLSPVC insulated copper conductor single core cable
Wiring for circuit wiring along with earth wire with the following size of LRLS PVC insulated copper conductor single core cable in surface recessed steel conduit as reqd 2x1.5sqmm+1x1.5sqmm earth wire
EARTHWORK IN FILLING Earthing with copper earth plate 600x600mm x3mm thick including accessories and providing necessary enclosure with copper plate having locking arrangement and watering pipe of 2.7m long etc. with charcoal
Supplying and fixing following rating four pole 415 volts current circuit breaker having a sensibly 30mm in the existing MLBDB complete with connection , testing and commissioning etc. as reqd
Erection of RCC/PCC Pole strut in brick ballast and ramming the foundation including excavation and refilling and secured with holding clamp as reqd
ASEB Connection 6000.00 kv
Providing and fIxing polyvinyl chlorinated pipes having thermal stability for hot and cold water supply including all cpvc plain and brass threaded fitting including fitting the pipe with clamps at 1.00m spacing . 15MM DIA
25mm DIA
32mm DIA
40mmDIA
PALLAB PRAN SANDILYA
M/S Adil Enterprise
Sri Jayanta Das
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