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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.1 LAccepted-AOC A T ROAD RONGAMATI DERGAON DERGAON DERGAON GOLAGHAT ASSAM 785614 | GOLAGHAT | ASSAM | 785614 | L1 | Accepted-AOC Most Responsive Bidder | |
| 2 | L1₹63.1 LRejected-Finance WARD NO 10 STATION ROAD DHUBRI 783301 | DHUBRI | ASSAM | 783301 | L1 | Rejected-Finance Lesser bid capacity than the other L1bidder | |
| 3 | L2₹66.6 L+₹3.5 L (5.56%)Rejected-Finance | L2 | Rejected-Finance L2 Bidder | |
| 4 | L3₹70.0 L+₹7.0 L (11.0%)Rejected-Finance | L3 | Rejected-Finance L3 Bidder | |
| 5 | L4₹70.1 L+₹7.0 L (11.1%)Rejected-Finance VILLAGE MAJIKUCHI KHETRI P O MAJIKUCHI P S GOHPUR DIST BISWANATH ASSAM PIN 784178 | BISWANATH | ASSAM | 784178 | L4 | Rejected-Finance L4 Bidder |
Tender Value
₹70.1 L
EMD Value
₹1.4 L
Closing Date
20 Jan 2025, 5:00 pmClosed
Director of Fisheries,Assam
Directorate of Fisheries,Meen Bhawan,Assam
23 Fishery Project Additional Infrastructure in Department Farm under RIDF XXVIII Rejuvenation of Dhilapokhora Departmental Fish Farm
2024_FD_41655_1
AF(S)62/RIDF/2023-24/6253-56. Dated 23/12/2024
Open Tender
Civil Works
Works
240 days
Biswanath
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
₹1.4 L
Yes
8 Apr 2025
25 Dec 2024
21 Jan 2025
25 Dec 2024
20 Jan 2025
28 Dec 2024
25 Dec 2024 - 28 Dec 2024
Amount
Construction of Boundary Fencing
CPWD(2021)/2.6. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
CPWD(2021)/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 Jamuna sand, with common burnt clay non modular bricks.
CPWD(2021)/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
8mm/10mm/12mm/16mm tor
CPWD(2021)/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.
8mm/12mm tor
CPWD(2021)/5.9. Centering and shuttering including strutting, propping etc. and removal of form for
CPWD(2021)/5.9.1. Foundations, footings, bases of columns, etc. for mass concrete
CPWD(2021)/5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
CPWD(2021)/5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
CPWD(2021)/5.1.3. 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)
CPWD(2021)/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)
CPWD(2021)/16.70.1. Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm4 coarse sand)
CPWD(2021)/13.44.1. Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)
Construction of Assam Type Store Room.
CPWD(2021)/2.6. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
CPWD(2021)/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 Jamuna sand, with common burnt clay non modular bricks.
CPWD(2021)/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 derived from natural sources)
CPWD(2021)/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
8mm/10mm/12mm/16mm tor
CPWD(2021)/5.22A. 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
8mm/10mm/12mm/16mm tor
CPWD(2021)/5.9. Centering and shuttering including strutting, propping etc. and removal of form for
CPWD(2021)/5.9.1. Foundations, footings, bases of columns, etc. for mass concrete
CPWD(2021)/5.9.3. Suspended floors, roofs, landings, balconies and access platform
CPWD(2021)/5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
CPWD(2021)/5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
CPWD(2021)/5.1.2. 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
CPWD(2021)/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)
CPWD(2021)/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 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
CPWD(2021)/6.2. Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
CPWD(2021)/2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
CPWD(2021)/6.13. Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
CPWD(2021)/13.8. 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.2 1:4 (1 cement: 4 fine sand)
CPWD(2021)/13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix :
CPWD(2021)/11.4. 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 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.
CPWD(2021)/9.1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.3 Kiln seasoned and chemically treated hollock wood
CPWD(2021)/9.5. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.2 Kiln seasoned and chemically treated hollock wood 9.5.2.2 30 mm thick shutters
CPWD(2021)/9.62. Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 9.62.2. 250x16 mm
CPWD(2021)/9.63. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.63.4. 100x10 mm
CPWD(2021)/9.66. Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.66.1. 125 mm
CPWD(2021)/13.85. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 13.85.3. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
CPWD(2021)/13.82. Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.82.2. Two coats
CPWD(2021)/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.
CPWD(2021)/12.1. 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 (up to 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. 12.1.3. 0.63 mm thick with zinc coating not less than 275 gm/ m²
CPWD(2021)/12.4. Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2. 0.63 mm thick with zinc coating not less than 275 gm/m²
CPWD-E&M(2018)/1.7.Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1.7.2. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
CPWD-E&M(2018)/1.1.Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.1.1. Group A
CPWD-E&M(2018)/1.24. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required
1.24.1. 5/6 A switch
1.24.4. 3Pin 5/6A socket outlet.
Conversion of 10 nos NT to single RT.
DF/AR(2008)2.A. Bailing out accumulated water from the Tanks / Ponds / Beels / Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation fo power pump machine.
APWD(SH&MDR-2018-19) 3.10. Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if requred.)
New Pond Construction.
APWD(SH&MDR-2018-19) 3.6. xcavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. Excavation ..............of 0.9 cu.m bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sectionss, loading and disposal of cut road with in all lifts and leads upto 1000 metres.
SANJIB HAZARIKA (BID ID -255386)
S.B. ENTERPRISE (BID ID -255685)
CHITRA BORAH (BID ID -255376)
JAYANTA HAZARIKA (BID ID -255383)
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