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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAccepted-AOC | ₹99.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 CrRejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | ₹1.0 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.0 CrRejected-AOC WARD NO 5 TENGAPARA P O P S DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | ₹1.0 Cr | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copy not received |
| Sl No | Description | Qty | Unit | Gautam Brahma L3 | Arjun Saha L2 | SABIR HUSSAIN L1 |
|---|---|---|---|---|---|---|
| 1.00 | CIVIL WORKS:
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-in?charge. 2.6.1 All kinds of soil | 169.97 | Cum | 205 ₹34,843.85 | 205 ₹34,843.85 | 205 ₹34,843.85 |
| 2.00 | 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. | 59.94 | Cum | 250 ₹14,985 | 250 ₹14,985 | 250 ₹14,985 |
| 3.00 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.91 | Cum | 6,150.06 ₹1.1 L | 6,150.06 ₹1.1 L | 6,150.06 ₹1.1 L |
| 4.00 | 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) | 14.03 | Sqm | 333.77 ₹4,682.79 | 333.77 ₹4,682.79 | 333.77 ₹4,682.79 |
| 5.00 | 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) | 48.76 | Cum | 7,580 ₹3.7 L | 7,580 ₹3.7 L | 7,580 ₹3.7 L |
| 6.00 | 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 natu?ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 98.42 | Cum | 9,200 ₹9.1 L | 9,200 ₹9.1 L | 9,200 ₹9.1 L |
| 7.00 | 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 | 40.14 | Sqm | 277.16 ₹11,125.20 | 277.16 ₹11,125.20 | 277.16 ₹11,125.20 |
| 8.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 123.66 | Sqm | 856 ₹1.1 L | 856 ₹1.1 L | 856 ₹1.1 L |
| 9.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 224.58 | Sqm | 723.83 ₹1.6 L | 723.83 ₹1.6 L | 723.83 ₹1.6 L |
| 10.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 441.08 | Sqm | 680 ₹3.0 L | 680 ₹3.0 L | 680 ₹3.0 L |
Tender Value
₹99.9 L
EMD Value
₹2.0 L
Closing Date
21 Jan 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Proposed Infrastructure Development of Gudi Bathou Thansali, Karigaon. TN_11_05R
2025_BTC_49724_1
No.18/Infr.Dev/BTC/2025-26/66
Open Tender
Civil Works - Building
365 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
7 Mar 2026
31 Dec 2025
21 Jan 2026
31 Dec 2025
21 Jan 2026
31 Dec 2025
31 Dec 2025 - 21 Jan 2026
CIVIL WORKS: 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
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.
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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
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)
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
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)
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)
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). 9.1.2 Sal wood
9.6 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 9.6.2 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade 1, Type - II marked :
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. 9.48.1 Fixed to steel windows by welding
9.143 Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge.
9.144 Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge.
9.147D.1 Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)
9.147D.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).
9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.1 300x16 mm
9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.97.3 200x10 mm
9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1 125 mm
10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
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: 11.1.1 1:4 (1 cement : 4 coarse sand)
11.10 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4 mm to 7 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume, including cement slurry etc. complete. 11.10.1 Dark shade pigment with Ordinary cement
11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm 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.
11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 11.46.2 Size of Tile 600x600 mm
11.20 Chequerred 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: 4 coarse sand). 11.20.1 Light shade pigment using white cement
13.1 12 mm cement plaster: 13.1.1 1:4 (1 cement : 4 fine sand)
13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
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
21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
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.
SANITARY & WATER SUPPLY WORK 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 17.10.2.1 610x510 mm bowl depth 200 mm
17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
SOAP TRAY, SOAP DISH, LIQUID SOAP DISPENSER AND LIQUID SOAP CONTAINER 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
TOWEL RAIL, TOWEL RACK & TOWEL RING 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms
14.35 Providing and fixing bright finished brass hard drawn hooks and eyes : 14.35.1 300 mm
17.34 Providing and fixing toilet paper holder : 17.34.1 C.P. brass
17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
BOTTLE TRAP 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
BIB COCK 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.1 15 mm nominal bore
STOP COCK/ ANGULAR VALVE 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 18.53.1 15mm nominal bore
SINK COCK 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1 15 mm nominal bore
HEALTH FAUCET 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge
SHOWER 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia
PIPES & FITTINGS 17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
17.35.2 75 mm diameter : 17.35.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 17.37.1 For 100 mm dia pipe
17.37.2 For 75 mm dia pipe
17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 17.38.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
17.39 Providing and fixing plain bend of required degree. 17.39.1 100 mm dia 17.39.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
17.39.2 75 mm dia 17.39.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
17.42 Providing and fixing double equal plain junction of required degree. 17.42.1 100x100x100x100 mm 17.42.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 17.43.1.2 Sand cast iron S&S as per IS - 3989
17.43.2 75x75x75 mm 17.43.2.2 Sand cast iron S&S as per IS - 3989
17.44 Providing and fixing single equal plain junction of required degree : 17.44.1 100x100x100 mm 17.44.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 17.57A.1 100 mm dia 17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket
17.57A.2 75 mm dia 17.57A.2.1 SS 304 grade coupling with EPDM rubber gasket
17.60 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1 100 mm inlet and 100 mm outlet 17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
17.56 Providing and fixing terminal guard : 17.56.1 100 mm 17.56.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.2 110 mm diameter
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 12.42.1.2 110 mm
12.42.3 Single tee with door 12.42.3.2 110x110x110 mm
12.42.6 Shoe (Plain) 12.42.6.2 110 mm Shoe
INSPECTION CHAMBER 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
TOTAL COST OF SOIL WASTE PIPING WORKS Water supply piping 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 18.10.4 32 mm dia nominal bore
18.10.5 40 mm dia nominal bore
18.10.6 50 mm dia nominal bore
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.1 15 mm nominal outer dia Pipes
18.7.2 20 mm nominal outer dia Pipes
18.7.3 25 mm nominal outer dia Pipes
18.7.4 32 mm nominal outer dia Pipes
18.7.5 40 mm nominal outer dia Pipes
18.7.6 50 mm nominal outer dia Pipes
18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.2 20 mm nominal outer dia Pipes
18.8.3 25 mm nominal outer dia Pipes
18.8.4 32 mm nominal outer dia Pipes
18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1 25 mm nominal bore
18.17.1A 20 mm nominal bore
18.17.2 32 mm nominal bore.
18.17.3 40 mm nominal bore
18.17.4 50 mm nominal bore
18.17.5 65 mm nominal bore
18.17.6 80 mm nominal bore
WATER TANK 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
DEEP TUBE WELL 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 18.10.6 50 mm dia nominal bore
18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.13.2 50 to 80 mm nominal bore
18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.19.4 50 mm nominal bore 18.19.4.2 Vertical
18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 18.59.1 50 mm dia
18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 18.60.1 80 mm dia nominal bore
23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 23.2.1.1 300 mm dia
23.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 23.4.2 150 mm nominal size dia
23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 23.13.2 150 mm dia
23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 23.14.2 150 mm clamp
Motor Pump Set 5 HP single Phase Centrifugal monoblock pump set (Crompton Gresves/ Aquatic/ CRI/ V-Guard make) 2900 rpm with DOL Starter (Crompton Greaves/ Control & Switch Gear/ BCH/ L & T/ Siemens make)
Supplying including installation connection as approved by the Deptt., testing and commissioning of SUBMERSIBLE PUMP SET 3 (Three Phase) with steel cable rope and submersible cable complete as directed and specified by the Deptt. Three phase Submersible motor pump set (Texmo/ Crompton Greaves/ Aquatic/ CRI/ V-Guar suitable for 100mm bore well and above. 2HP STAGE 6 to 30 with MCB controlled Submersible motor Pump Set control Panel.
SEPTIC TANK 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
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.
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 : 4.1.3 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)
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)
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)
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
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)
Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on flat soling.
13.5 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
13.18 Neat cement punning.
DRAINAGE 19.18 Supplying and fixing C.I. cover without frame for manholes : 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
LAND DEVELOPMENT 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
ELECTRIFICATION WORK 1.10 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 medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.10.1 Group-A
1.10.2 Group-B
1.10.3 Group-C
1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
1.14.4 1 X 6 sq. mm + 1 X 6 sq. mm earth wire
1.14.10 4X 10 sq. mm + 2 X 6 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
1.24.3 15/16 A switch
1.24.4 pin 5/6 A socket outlet
1.24.4 6 pin 15/16 A socket outlet
1.24.8 Bell push (Office RM)
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
1.32 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.2 3 Modulc (100mmX75mm)
1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 &15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
1.34 Supplying and fixing brass batten/ angle holder including connection etc. as required.
1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230V, complete as required.
1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
1.50 Installation of exhaust fan in thc cxisting opening, including making good the damage, connection, testing, cotnmissioning etc. as required. 1.50.1 Upto 450 mm sweep
1.55 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.55.1 Group-A
1.55.2 Group-B
2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ rcccss, complctc with tinncd copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.1 6 way Double door
2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.4.1 4 way (4 + 12), Double door
2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole
2.10.2 Double pole
2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc, as required. 2.13.2 63A
5.2 Earthing with GI. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm)
5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
6.2 Providing and fixing of lightning conductor finial, made of 25 nun dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.l. base plate including holes etc. complete as required.
6.4 Jointing copper / GI. tape (with another copper/ GI tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
6.7 Providing and fixing GI. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
6.8 Providing and fixing GI. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 7.1.1 upto 35 sq. mm
19.1 Supply, Installation, Testing and Commissioning o 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class o 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 or 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
Supplying and fixing 415 V Four Pole MCCB of Breaking capacity 36kA with fixed thermal and fixed magnetic / adjustable thermal and fixed magnetic setting in an enclosure and necessary connection. 160Amp 4P MCCB
Enclosure for MCCB
Supplying and fixing double door Vertical TPN Distribution board for MCCB incomer with IP-43 protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment (Havells Make) (UP to 160A) 8 WAY VTPN DB
Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBS and necessary connection 63A TP
Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBS and necessary connection 40A TP
Supplying of XLPE Al./Cu. armoured cables as below ; 4Cx16 sq. mm. XLPE Al Arm. Multistranded Cable
Supplying of XLPE Al./Cu. armourcd cables as below : 3&1/2 core 35 sq. mm. XLPE Al Arm. Multistranded Cable
Supplying and fixing of 25A AC Motor Starter along with GI Modular Box & Cover Plate
Supplying,lnstallation, Testing & Commissionng of following watts/type LED fitting with all accessories and lamps mounting on ceiling surface /false ceiling not less than 1001umens/watt,Min- 50000 burning hours,LM79 report,THD less than 20% including making suitable cutting on false ceiling (where ever required),connection with 1.5 sq. mm. FRLS PVC insulated copper conductor single core FR type cable as required. a. 20 Watt Tube Li ht
b. 18 Watt Surface type Ceiling Light
c. 12 Watt LED Bulb
Exhaust Fan -250 mm dia
6KW Power supply Installation charge, Security deposit, Energy Meter, Processing fees etc. payable to APDCL.
Supplying including erection of 7.00 Mtr. G.I. Octagonal Pole with Single arm bracket of required size along with fitting fixing, excavation work, foundation of bolts and nuts in R.C.C. work in 1:3:6 proportion of 1.00 Mtr. depth, Cement plastering and etc. complete with all necessary materials as required and specified by the Department.
45 Watt LED Street Light
Supply fittings and fixing of 1.5 H.P. Submerssible pump set ( water filled Motor Crompton make)
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