Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,76,848Document Cost
₹ 1,800Tender Fee
Refer Documents
Summary
Construction Of Executive Engineer Quarter For E.e., Pwd (r And B) Division And E.e., Pwd (b Nh) Udalguri And Baksa District Territorial Building Division, Udalguri (g Plus1) Under Sopd For The Year 2023-24 (tn_63_2)
Description
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Contact
Tender Id
2024_BTC_35625_1Bid Award Id
ViewTender No
ACE-35/TECH/UDL(RB)/IFB/18-19Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
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)
15.6
-
-
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
208.06
-
-
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
71.36
-
-
5.9.Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
199.2
-
-
5.1Providing 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-ill) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from
38.56
-
-
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)
29.96
-
-
11.5. 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 Imm 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.
142.1
-
-
5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
233.8
-
-
5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts Column RCC Plinth to Roof Truss Level
131.82
-
-
5.9.Centering and shuttering including strutting, propping etc. and removal of form for 5.9.7. Stairs, (excluding landings) except spiral- staircases
58.59
-
-
5.9. Centering and shuttering including strutting, propping etc. and removal of for
5.9.19. Weather shade, Chaljas, corbels etc., including
53.19
-
-
5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3. Suspended floors, roofs, landings, balconies and access platform
341.58
-
-
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)
10.65
-
-
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-ill) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
77.42
-
-
2.34 Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 1. Treatment in R.C.C, Foundation or Footing (7.5 Litre/Sq.m.)
980.5
-
-
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
6053.29
-
-
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
12097.98
-
-
6.2 Brick work with common burnt day modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
12.4
-
-
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
62.44
-
-
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
0.67
-
-
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and derestory 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) 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters
36.44
-
-
9.23. Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
36.44
-
-
21.10. Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick dear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.
68.79
-
-
9.96.1. 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: 300x16 mm
17
-
-
9.102. Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete
168
-
-
9.97.2. Providing and fixing aluminium tower balts, 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 : 250x10 mm
34
-
-
9.97.4. 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 : 150x10 mm
336
-
-
9.100.1. 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 :
34
-
-
9.100.2. 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 :
168
-
-
9.141. Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in-charge.
29.7
-
-
9.142 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side),having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner.Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge. 9.142.1 Non decorative finish (matt finish)
9.45
-
-
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)
417.93
-
-
13.9. Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster Around Plinth
42.93
-
-
13.4. 12 mm cement plaster of mix: 13.4.1. 1:4 (1 cement: 4 coarse sand) i) For Building- Inside wall
908.37
-
-
13.16. 6 min cement plaster of mix: 13.16.1. 1:3 (1 cement: 3 fine sand)
284.2
-
-
10.31. Providing and foxing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including foxing of necessary butt hinges and screws and applying a priming coat of approved steel. primer, all complete as per the direction of Engineer-In- charge.
1555.9
-
-
13.26. Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
1192.57
-
-
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
417.93
-
-
13.50.3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
80
-
-
13.48.3. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat 13.48.3 applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 tr/ 10 sqm of approved brand and manufacture
80
-
-
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
1653.43
-
-
13.50.1. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
39.48
-
-
13.48.2. Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
39.48
-
-
11.41.A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, 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. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41.A.3.1. Size of Tile 600 x 600 mm
333.9
-
-
8.31 Providing and fixing ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
60.52
-
-
SANITARY INSTALLATION & INTERNAL WATER SUPPLY
12.41. Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including 12.41 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
23
-
-
12.42. Providing and fixing on wall face unplasticised moulded fittings/ accessories for unplasticised Rigid PVC 12.42 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. 12.42.3 Single tee with door 12.42.3.2 110x110x110 mm
10
-
-
12.42.5. Bend 87.5° 12.42.5.2 110 mm bend
10
-
-
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. 18.8.1.15 mm nominal dia Pipes
11
-
-
18.8.2 20 mm nominal dia Pipes
8
-
-
18.8.3 25 mm nominal dia Pipes
8
-
-
18.9. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 18.9.5. 40 mm nominal dia Pipes
10
-
-
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: 17.7.1. White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
6
-
-
17.3.Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend with fittings & C.l. brackets,40 mm flush bend,overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: 17.3.1. W.C. pan with ISI marked white solid plastic seat and lid
6
-
-
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 17.73.2. 600 mm long towel rail with total length of 645 mm, width 17.73.2 78 mm and effective height of 88 mm, weighing not less than 190 gms.
8
-
-
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.
8
-
-
18.52. Providing and fixing C.P. brass stop cock (concealed) of 18.52 standard design and of approved make conforming to IS:8931. 18.52.1 150 mm nominal size
12
-
-
18.50. Providing and fixing C.P. brass long nose bib cock of 18.50 approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1 15 mm nominal bore
12
-
-
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.
6
-
-
17.34 Providing and fixing toilet paper holder : 17.34.1 C.P. brass
6
-
-
17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1. White glazed fire clay kitchen sink of size 600x450x 250 mm
2
-
-
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.
2000
-
-
17.35. 17.35 Providing and fixing soil, waste and vent pipes: 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729
23
-
-
Detailed Estimate of Septic Tank 1/2.8 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.
8.09
-
-
2/16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.9
-
-
3/4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal sizederived from natural sources)
0.49
-
-
4/5.22. Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. 5.22A.4 Hot rolled deformed bars
68.22
-
-
5/13.8. 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.1 1:3 (1 cement: 3 fine sand)
15.66
-
-
6/5.9. Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
0.45
-
-
5.9.3 Suspended floors, roofs, landings, balconies and access platform
4.9
-
-
7/5.1. 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: 5.1.3 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)
0.95
-
-
8/61 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)
3.64
-
-
9/11.6 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
15.81
-
-
10/..7131 Square shape 450x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5
14.84
-
-
11/19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design
1
-
-
(DEEP TUBEWELL BORING) 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), 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, upto 90 metre depth below ground level. 23.1.1 All types of soil 23.1.1.1 300 mm dia
40
-
-
23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.2 150 mm nominal size dia
35
-
-
23.4 35 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
25
-
-
23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
0.28
-
-
23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
0.28
-
-
23.6 Supplying, filling, spreading & leveling gravels of size range 1.5 mm to 2 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
0.28
-
-
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. For 84 Hours
84
-
-
23.15. Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 23.15.2 150 mm dia
1
-
-
39.7 Supplying including installation, connection as approved by the Deptt., testing and (APWD commissioning of SUBMERSIBLE PUMP SET 3 Electrical (Three Phase) with steel cable rope and 2013-14) submersible cable complete as directed and specified by the deptt. 39.7.3 Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V- Guar suitable for 100 mm bore well and above. 2 HP STAGE 6 to 30 with MCB controlled Submersible motor pump set control panel.
1
-
-
DRAIN
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 soll and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1.All kinds of soil
21.52
-
-
16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
30.74
-
-
4.1.10. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural Sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)
2.32
-
-
5.9. Centering and shuttering including strutting, propping etc, and removal of form for 5.9.3 Suspended floors, roofs, landings, balconies and access platform
26.39
-
-
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).
3.97
-
-
5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending. placing in position and binding all complete uplo plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-5000 or more.
269.64
-
-
6.26 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement: 6 coarse sand) 6.26.1 6.26.1 From ground level upto plinth level
8.67
-
-
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
13.34
-
-
11.6.1Cement 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
37.7
-
-
ELECTRICAL WORK
1/1.10 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
25
-
-
1.10.2. Group B
15
-
-
1.10.3. Group C
2
-
-
2/1.12. Wiring for light/power plug point with 2x4.0 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with Ino, 4sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
100
-
-
3/1.14. 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
100
-
-
1.14.3. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
80
-
-
4/1.24. 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 amps switch
48
-
-
1.24.4. 3 pin 5/6 A socket outlet
7
-
-
5/1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.1 1 or 2 Module (75mmX75mm)
7
-
-
1.27.3 4 Module (125mmX75mm)
5
-
-
1.27.4 6 Module (200mmX75mm)
2
-
-
6/1.25 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.
6
-
-
7/1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
15
-
-
8/1.35 Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.
25
-
-
9/1.57 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C"curve including connections, painting etc. as required.
1
-
-
10/2.2 Providing and fixing following rating and breaking capacity and polc MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 2.2.2. 125A, FPMCCB
1
-
-
11/23.2 Supplying and fixing following, single pole and neural, sheet steel, MCB distribution board, 240V on surface/recess complete with tinned copper busbar, earth, din bar, interconnection, powder painted including earthing etc. as required. (without MCB) ii) 8 way, double door
1
-
-
12/2.4.1 Supplying and fixing following, single pole and neural, sheet steel. MCB distribution board, 240V on surface/recess complete with tinned copper busbar, earth, din bar, interconnection, powder painted including earthing etc. as required. (without MCB/RCCB/Isolator))
i) 4 way (4+12), double door
1
-
-
13/2.10 Supplying and fixing following rating, 240/415V 10KA C curve, MCB suitable for inductive load of following pole in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1. Single pole
7
-
-
14/2.13 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, 63 A TPN MCB
1
-
-
15/5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 dia including mm accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required.
1
-
-
16/5.6 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosurewith cover plate having locking arrangement and watering pipeof 2.7 metre long etc. with charcoal/ coke and salt as required.
1
-
-
17/5.7 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
80
-
-
18/5.9 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 G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
80
-
-
19/6.2 Providing and fixing of lighting arrester conductor finial made of 25mm dia 300mm long GI tube having single prong at top with 85mm dia thick GI base plate including holes etc. complete as required.
12
-
-
20/6.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal rum)
50
-
-
21/6.8 Providing and fixing GI tape 20mmx3mm thick on parapet or surface of wall for lighting conductor complete as required( For vertical run)
50
-
-
22/MR-1 Supplying with including fitting fixing of 1200 mm sweep Ceiling fan etc. as directed by the Deptt.
6
-
-
23/MR-2 Supplying with including fitting fixing of 300 min sweep Exhaust Fan etc. as directed by the Deptt.
4
-
-
24MR-/3 Supplying with fitting fixing of 20W LED tube including all accessories as specified and directed by the deptt. (Orient Bajaj/Hevells Make) etc.
4
-
-
25/MR-4-Supplying with fitting fixing of 18 W LED Ultra slim ceiling- mounting round LED tune light including all accessories as specified 25/MR-4 and directed by the deptt. (Orient /Bajaj/Hevells Make) etc.
2
-
-
26/MR-5-Supplying with fitting fixing of 12 W LED Ultra slim ceiling- mounting square LED tune light including all accessories as specified 26/MR-5 and directed by the deptt. (Orient /Bajaj/Hevells Make) etc.
8
-
-
27/MR-6-Supplying with fitting fixing of 15W LED Bulbs light including all 27/MR-6 accessories as specified and directed by the deptt.
9
-
-
30/MR-7-Supplying,with fitting & fixing of 4 KVA voltage stabilizer of following specification complete with necessary electrical connection 30/MR-7 etc. as required and as directed Department.(Microtec/equivalent) for 1.5 Ton A.C. 4.0 KVA, 130-300 Volt capacity
1
-
-
31/MR-8 Supplying,with installation of, testing and commissioning of Hi wall 5 star rating split type air airconditioner of following capacity with cord less remote complete with copper pipe and electri cal connection etc. as required complete and as directed by the Department. 1.5 Ton capacity Voltas SAC 183 DZZ (R32) Classic
1
-
-
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