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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹77.9 L+₹4,325.25 (0.06%)Accepted-AOC WARD NO 4 GOSSAIGAON TOWN P O P S GOSSAIGAON DIST KOKRAJHAR PIN 783360 | KOKRAJHAR | ASSAM | 783360 | ₹77.9 L+₹4,325.25 (0.06%) | L2 | Accepted-AOC Awarded |
| 2 | L1₹77.8 LRejected-AOC PAGLASTHAN BONGAIGAON ASSAM | DHUBRI | ASSAM | 783371 | ₹77.8 L | L1 | Rejected-AOC Not Awarded |
| 3 | L2₹77.9 L+₹4,325.25 (0.06%)Rejected-AOC BAKAL GAON HOUSE NO 78 CITY TOWN DHEMAJI P O KHUBALIA P S DHEMAJI DIST DHEMAJI PIN 787057 | DHEMAJI | ASSAM | 787057 | ₹77.9 L+₹4,325.25 (0.06%) | L2 | Rejected-AOC Not Awarded |
| 4 | L2₹77.9 L+₹4,325.25 (0.06%)Rejected-AOC | ₹77.9 L+₹4,325.25 (0.06%) | L2 | Rejected-AOC Not Awarded |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified |
Tender Value
₹86.5 L
EMD Value
₹1.7 L
Closing Date
15 Jul 2022, 3:00 pmClosed
Managing Director
Managing Director at APTDC Ltd., Ganeshguri, Guwahati - 05
Construction of Marketing Shed and community hall at Ramfabill Bazar under Dotma Development Block, District- Kokrajhar
2022_WPTBC_26140_1
PTDC/Engg/2018-19/323
Open Tender
Civil Works
Item Rate
270 days
Ramfabill Bazar Kokrajhar
Please refer tender document
6 documents required · 6 mandatory
₹1,730
Yes
₹1.7 L
Yes
30 Jan 2023
30 Jun 2022
16 Jul 2022
30 Jun 2022
15 Jul 2022
1 Jul 2022
30 Jun 2022 - 1 Jul 2022
Amount
E A R T H W O R K
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.
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.
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)
4.11 - Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
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)
5.22 - 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.
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
6.1 - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
6.3 - Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : 6.3.1 With F.P.S.(non modular) bricks
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.
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.
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 aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening 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 steps etc. complete.
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
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. 12.1.1- 1.00 mm thick with zinc coating not less than 275 gm/m²
12.12 - Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. 12.12.1 - Corrugated serrated adjustable ridges
13.0 FINISHING 13.1 12 - mm cement plaster of mix : 13.2.1 - 1:4 (1 cement: 4 fine sand)
13.26 - Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
13.41 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 - New work (two or more coats) over and including water thinnable priming coat with cement primer
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
2.8 - 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.
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.
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)
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
4.10 - Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm 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)
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 1:1.5:3 (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)
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)
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).
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)
13.2 - 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 - 1:4 (1 cement: 4 fine sand)
18.85A - Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment) 18.85A.6 - 54 mm outer dia Pipe
18.87 - A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. 18.87A.6 For 54 mm outer dia pipe
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
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
12.24 - Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) : 12.24.1 - Natural colour insulating board 12.24.1.1 - 12 mm thick
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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm
4.17 - Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
9.48 - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
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. Assume 50% of Total Reinforcement of cement concrete Work in Kg
13.53 - Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.53.1 New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
13.54 - Applying a coat of mordant solution on G.S. sheet: 13.54.1 - With a solution of 38 gms of copper acetate in a litre of soft water
13.26 - Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
13.43 - 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)
2.25 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Internal Electrification
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
1.1.2 Group B
1.1.3 Group C
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/rcessed steel conduit as required.
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
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
1.24.2 2 way 5/6 A switch
1.24.3 15/16 A switch
1.24.4 3 pin 5/6 A socket outlet
1.24.5 6 pin 15/16 A socket outlet
1.27 - Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as
1.27.3 4 Module (125mmX75mm)
1.27.4 6 Module (200mmX75mm)
1.27.5 8 Module (125mmX125mm)
1.28 - Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required
1.28.3 4 Module
1.28.4 6 Module
1.28.5 8 Module
1.42 - Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc., including supplying and fixing ball and socket arrangement, 2 Nos. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote for electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
1.25 - Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
Lakhyajit Gogoi
Jethmal Maloo
SMT. BINU BASUMATARY
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