MP Power Transmission Company Limited Tender
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MP Power Transmission Company Limited - MPPTCL Tender
Coronavirus COVID 19
Eprocure
Opening Date29 Jan 2019
Closing Date18 Feb 2019
Tender Amount₹ 27,25,000
Costs
EMD
₹ 54,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_MPPTC_7616_1Bid Award Id
ViewTender No
2955Tender Authority
MP Power Transmission Company Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
Construction of 4 bay shed at TLM Sub-division Sidhi
BOQ Items
(SOR No.4.1.1.3) Providing and laying in position cement concrete of specified grade excluding centering and shuttering - All work upto plinth level. With 20mm nominal size graded stone aggregate.M-15 grade
17
-
4023.9
(SOR No. 6.5.2) Brickwork with well burnt open bhatta bricks in CM 1:6 in plinth & foundation
3
-
3739.5
(SOR NO. 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
53
-
64.8
(2.28.2) Supplying filling in plinth with soil (other that BC soil) ………including watering and ramming consolidating and dressing complete.
66
-
225
(SOR No. 5.16.1) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Mild steel & medium tensile bars
130
-
54.45
(SOR No. 5.16.6) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete.Thermo mechanically treated (TMT) bars
2800
-
60
(SOR No. 5.9.1) Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.
52
-
156.6
(SOR No. 5.9.3) Suspended floors, roofs, landings, balconies and access platform. Shelves (Cast in situ) Lintels, beams, beams, girders, bressumers and cantilevers, Columns, Pillars, Posts and Struts Walls in super structure.
8
-
237.6
(SOR No. 5.1.1) Providing and laying in position specified grade of reinforced cement concrtete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth
level.M 20 nominal mix
21
-
4581.9
(SOR No. 6.6.2) Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /sqcm and water absorpt ion not more than 20% in foundation and plinth
Cement Mortar 1:6 (1 cement : 6 sand).
55
-
3915
(SOR No. 6.6.2 + 6.11) Brick work…. Above floor II level
2
-
3997.8
(SOR No. 5.2.1) Providing & laying in position reinforced cement concrete (with 20 mm nominal size aggregate)….in columns ….
M 20 nominal mix
6
-
4681.8
(SOR No. 5.3.1)Providing & laying in position reinforced cement concrete (with 20 mm nominal size aggregate)….in beams….
M 20 nominal mix
14
-
4755.6
(SOR No. 13.8.1) 6 mm cement plaster of mix :CM 1:3 (1 cement: 3 sand)
65
-
86.4
(SOR No. 13.2.2) 15mm thick cement plaster on brick work in CM 1:6
300
-
115.2
(SOR No. 13.3.2) 20mm thick cement plaster on brick work in CM 1:6
325
-
140.4
(SOR No. 9.7.2) 12 mm thick one Pre-laminated particle board (decorative lamination on both side ) grade-I medium density flat pressed 3 layer particle board FPT - I or graded wood particle board.........
10
-
2581.2
(SOR No. 9.109.2) Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete. 300 x 16 mm
7
-
175.5
(SOR No. 9.110.2) 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 . 250 x 10 mm
6
-
91.8
(SOR No. 9.113.1)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 . 125 mm
12
-
67.5
(SOR No. 13.47.1) Distempering with OBD……..
370
-
54
(SOR No. 13.56.1) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. 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).
270
-
75.6
(SOR No. 13.58.3) Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
18
-
17.1
(SOR No. 13.58.1) Applying priming coat With ready mixed pink/Grey primer of approved brand and manufacture on wood work (hard & soft wood)
6
-
22.5
(SOR No. 13.68.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade ..Two or more coats on new work
150
-
47.7
(SOR No. 10.6.1) Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters.
80x1.25mm M.S. laths with 1.25 mm thick top cover
8
-
1980.09
(SOR No. 10.15.1) Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.
Hot finished welded type tubes.
2400
-
97.065
(SOR No. 9.43.1) Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. Fixed to steel windows by welding.
380
-
81.9
(SOR No. 12.15) Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
230
-
586.8
(SOR No. 12.16) Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm)
17
-
649.8
(SOR No. 11.3) 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 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 is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
110
-
387.9
(SOR No. 11.11.1) Providing and fixing glass strips of required hight in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
50
-
30.6
(SOR No. 11.90.1a)Providing and laying vitrified floor tiles ...........................etc. complete 11.90.1 (a) size 600x600 mm thickness 9 ... 10 mm
40
-
903.6
(SOR No. 11.46) Providing and fixing ceramic glazed wall tiles ................. complete
30
-
644.4
(SOR No. 11.45) Providing and laying Ceramic glazed floor tiles of any size (9-10mm thickness) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory,Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigments etc., complete.
5
-
547.2
(SOR No. 9.1.2) Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position.
Sal wood
0.2
-
64177.2
(SOR No. 21.1.2.2) Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up staqndard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free straight, mitred and jointed mechanically wherever Aluminium Work required icluding cleat angle, Aluminium snap beading for glazing /paneling C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing and paneling to be paid for separately.Powder coated aluminium (minimum thickness of powder coating 50 micron)
130
-
382.5
(SOR No. 2.1.1) Suface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of 2.1.1 all kings of soil rubbish, lead upto 50m and lift upto 1.5 m. all kind of soil
10
-
722.7
(SOR No. 11.34.1) Kota / cuddapah stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 sand) - 25 mm thick.
48
-
688.5
(SOR No. 11.35) Kota /cuddapahstone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
6
-
668.7
(SOR No. 4.3.1) Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.
10
-
152.1
(SOR No.5.9.2 ) Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
110
-
240.3
(SOR No.5.9.4 ) Centering and shuttering including strutting, propping etc. and removal of form Shelves (Cast in situ)
50
-
237.6
(SOR No.5.9.5 ) Centering and shuttering including strutting, propping etc. and removal of form Lintels, beams, girders, bressumers and cantilevers.
28.2
-
204.3
(SOR No.5.9.6 ) Centering and shuttering including strutting, propping etc. and removal of form Columns, Pillars, Piers, Abutments, Posts and Struts.
74
-
320.4
(SOR No.5.9.16 ) Centering and shuttering including strutting, propping etc. and removal of form Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
7
-
156.6
(SOR No. 5.9.5+5.10.1) Lintels, beams, girders, bressumers and cantilevers. Above 4.2 mt height
39
-
282.3
(SOR No. 10.3) Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required.
9
-
3718.71
(SOR No. 9.114.1) Providing and fixing aluminium hanging floor door stopper 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. Single rubber stopper
4
-
31.5
(SOR No. 18.1.2.3) Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work : 25 mm dia. nominal bore
90
-
236.7
(SOR No. 18.69.1.1) Providing and fixing PTMT grating of approved quality and colour. Circular type. 100 mm nominal dia.
5
-
49.5
(SOR No. 18.51.1) Providing and fixing brass stop cock of approved quality : 15 mm nominal bore
6
-
286.2
(SOR No. 13.41) Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, Like birla white /JK white or equivalent, over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.
370
-
66.6
(SOR No. 4.3.2) Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls,return walls,walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.
34
-
240.3
(SOR No. 4.1.1.4) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)
4
-
3501
(SOR No. 19.4.1) Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 110 mm diameter OD
32
-
210.6
(SOR No. 18.8.1) 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 Wall etc.15 mm dia
15
-
186.3
(SOR No. 18.8.3) 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 Wall etc.25 mm dia
10
-
259.2
(SOR No. 18.49) Providing and placing on terrace (at all floor levels) high density polyethylene (HDPE ) water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (1 tank of 1000 Ltrs)
1000
-
6.3
(SOR No. 18.32.1) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) . 25 mm dia
2
-
437.4
(SOR No. 18.50.1) Providing and fixing brass bib cock of approved quality….15 mm nominal bore.
5
-
275.4
(SOR No. 5.1.1) Providing and laying in position specified grade of reinforced cement concrtete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth
level.
M 20 nominal mix
1.7
-
4581.9
(SOR No. 5.16.6 ) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete.TMT Bars
46.54
-
60
(SOR No. 5.16.1) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. Mild steel & medium tensile bars
16.98
-
54.45
(SOR No.17.2.1) Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid,10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231,with all fittings and fixtures complete including cutting and making good the walls and floors wherever required . W.C. pan with ISI marked white solid plastic seat and lid
2
-
2732.4
(SOR No. 19.9.1.1) Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal standard design : With modular bricks with class designation 40. nside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
2
-
7197.3
(SOR No.19.9.2.1) Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal standard design : With modular bricks with class designation 40. Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to e not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg)
1
-
16277.4
(SOR No. 17.11.2) Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps,32 mm C.P. brass wa ste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.
2
-
1968.3
(SOR No. 17.87) 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.
2
-
107.1
(SOR No. 17.67) 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.
2
-
593.1
(SOR No. 17.83.2) Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.
600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms
2
-
413.1
(SOR No. 10.27.1) Providing and fixing glass panes/ steel sheet/ Fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete...With 4.0 mm thick glass panes.
12
-
713.205
(NSOR) Providing & Fixing earthing arrangement with 600x600x3.15 mm copper plate electrode including packing of charcoal powder and salt as per specification,water pipe 19 mm dia G.I.connections, etc. complete with excavation & refilling the pit with material as required, etc. with cost of all material, labour, T&P, taxes, transportation etc. complete as per direction of Engineer in charge. (Base Rate Rs. 3465/- per No.)
1
-
3465
(NSOR) Supply & fixing Miniature circuit breakers of Havells, Anchor, Crompton or equivelant make and accepted standard suitable for 240/415 volts 50 cycle, A.C. supply but without enclosures.Single pole & Neutral 6 amp to 16 amp rating (Base Rate Rs. 373/- each)
4
-
373
(NSOR) Supply & fixing Miniature circuit breakers of Havells, Anchor, Crompton or equivelant make and accepted standard suitable for 240/415 volts 50 cycle, A.C. supply but without enclosures. Triple pole & Neutral 6 amp to 16 amp rating (Base Rate Rs. 990/- each
1
-
990
(NSOR) Supply & fixing Miniature circuit breakers of Havells, Anchor, Crompton or equivelant make and accepted standard suitable for 240/415 volts 50 cycle, A.C. supply but without enclosures. Triple pole & Neutral 20 amp to 60 amp rating (Base Rate Rs. 1080/- each
1
-
1080
(NSOR) Supply & fixing accepted standard steel sheet enclosures of Havells, Anchor, Crompton or equivelant make ( dust protected) for TPN Distribution Boards including Bus Bar, Neutral Link, din bar suitable for incorporating MCB surface / Flush mounting type including cost of all material, labour, taxes, transportation etc. complete. Upto 6 MCB per pole (Base Rate Rs. 2290/- each)
1
-
2290
(NSOR) Wiring for the following light points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia 2 mm thick rigid PVC pipe of approved make i/c switches, lamp holder, Ceiling rose (Anchor, Havells or equivalent make) , GI Box/ wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge.(a) Short point upto 3 M. (Base Rate Rs.157/- )
23
-
157
(NSOR) Wiring for the following light points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia 2 mm thick rigid PVC pipe of approved make i/c switches, lamp holder, Ceiling rose (Anchor, Havells or equivalent make) , GI Box/ wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge.(b) Medium point 3 to 6 metres (Base rate Rs. 279/- )
10
-
279
(NSOR) Wiring for the following light points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia 2 mm thick rigid PVC pipe of approved make i/c switches, lamp holder, Ceiling rose (Anchor, Havells or equivalent make) , GI Box/ wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge.(c) Long point 6 to 10 metres (Base rate Rs. 423/- )
8
-
423
(NSOR) Wiring for the following light points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia 2 mm thick rigid PVC pipe of approved make i/c switches, lamp holder, Ceiling rose (Anchor, Havells or equivalent make) , GI Box/ wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge.(d)Special point exceeding 10 m (Base rate Rs. 603/- )
13
-
603
(NSOR) Wiring for the fan/ exhaust fan points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia, 2 mm thick rigid PVC pipe of approved make i/c switches, , Ceiling rose (Anchor, Havells or equivalent make) , GI / wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, tax, transportation etc., labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge.(b) Medium Point (3 m to 6m )(Base rate Rs. 279/-)
4
-
279
(NSOR) Wiring for the fan/ exhaust fan points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia, 2 mm thick rigid PVC pipe of approved make i/c switches, , Ceiling rose (Anchor, Havells or equivalent make) , GI / wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, tax, transportation etc., labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge(c) Long Point (6 m to 10m )(Base rate Rs. 423/-)
3
-
423
(NSOR) Point wiring for 3 pin, 15 Amp Socket outlet point with 15 Amp Switch on separte board with 4 Sq. mm PVC insullated copper conductor of Havells, Anchor or equivelant make and all other required fittings and fixtures of Anchor, Havells or equivelant make in 25 mm dia rigid PVC conduit 2 mm thick of approved make including 2 mm bare copper earth continuity conductor with all cost of material , tax, transportation etc., T&P, labour and making grooves & making the same good in smooth finish as directed by Engineer in charge.(a) Long Point (6 m to 10m )(Base rate Rs. 787 /-)
10
-
787
(NSOR) Wiring for circuit wiring with PVC insulated copper conductor of Finolex, Havells, Anchor or equivelant make in rigid PVC Conduit 25 mm dia 2 mm thick of approved make with bare copper earth conductor of suitable size and all other required fittings of approved make including cost of all material, T&P, taxes, transportation etc., labour and making good the surfaces to the smooth finish after completion of the work as per direction of Engineer in charge.(a) 2x1.5 Sqmm (Base Rate Rs.54/- per M)
60
-
54
NSOR) Wiring for circuit wiring with PVC insulated copper conductor of Finolex, Havells, Anchor or equivelant make in rigid PVC Conduit 25 mm dia 2 mm thick of approved make with bare copper earth conductor of suitable size and all other required fittings of approved make including cost of all material, T&P, taxes, transportation etc., labour and making good the surfaces to the smooth finish after completion of the work as per direction of Engineer in charge(b) 2x2.5 Sqmm (Base Rate Rs. 66/- per M)
10
-
66
NSOR) Wiring for circuit wiring with PVC insulated copper conductor of Finolex, Havells, Anchor or equivelant make in rigid PVC Conduit 25 mm dia 2 mm thick of approved make with bare copper earth conductor of suitable size and all other required fittings of approved make including cost of all material, T&P, taxes, transportation etc., labour and making good the surfaces to the smooth finish after completion of the work as per direction of Engineer in charge (c) 2x4 Sqmm (Base Rate Rs.86/- per M)
35
-
86
NSOR) Providing and fixing wall mounting Energy saving Exhaust Fan of approved make conforming to BEE standards, 5 Star rating of CROMPTON/HAVELLS/BAJAJ or equivalent make complete with motor,mounting frame, blades etc. 380 mm sweep,900 rpm including fitting and making all required connection, T&P,material,taxes etc.complete as directed by Engineer-in-charge. (Base Rate Rs. 3150/- each)
2
-
3150
(NSOR) Providing and fixing conforming to BEE standard 5 star rating ceiling fans of Crompton / Havells, Anchor, Bajaj or equivalent make (white colour) 1200 mm sweep complete with standard down rod 600 mm long, canopy, hanging shackle blades suitable for 230 to 250 volts supply, electronic fan regulator step type including all taxes,fittings,labour charges etc.complete as directed by Engineer-in-Charge. (Base Rate Rs.2160Per No.)
5
-
2160
(NSOR) Providing & fixing slim & sleek fluorescent tube 1x28 watt energy saving model with high grade ribbed acrylic diffuser, instant start, flicking free, etectronically operated, with cover & fluorecent tube single tube light fitting of crompton , Havells, Philips, Bajaj or eqivalent make as per direction of Engineer-in-charge.(Base rate Rs. 585/- per No.)
16
-
585
(NSOR) Supplying & fixing of Helical shape CFL light of Philips, Havells, Bajaj, Crompton or eqivalent make including fixing in position etc. as per direction of Engineer-in-Charge.(a) 9 watt (Base rate Rs. 180/- per No.)
25
-
180
(NSOR) Supplying & fixing of Helical shape CFL light of Philips, Havells, Bajaj, Crompton or eqivalent make including fixing in position etc. as per direction of Engineer-in-Charge.(b) 5 watt (Base rate Rs. 135/- per No.)
4
-
135
(SOR No.2.6) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in over areas foudation 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 dircted,within a lead of 50 m Excavation in all kind of soil
100
-
116.1
(NSOR) Supply, stacking, spreading and hand packing for road works, 80mm over size metal black trap, basalt or granite free from dust & foreign materials including all lead and lift, stacking, boxing, labour charges, T&P,transportation from approved quarry or crusher to site, royalty charges etc. complete as per direction of Engineer-in-charge.(Base Rs.832 /- per Cum.)
40
-
832
(NSOR) Supply and spreading in EHV Substation yard or road works with hard moorum/Hard copra having maximum dry density not less than 2 MT per cum with stacking boxing & including cost of material, compaction with watering ( minimum comaction 95% of (MDD) labour, T&P,Royalty all lead and lifts etc. complete in layares not excceeding 200 MM as per specifications and direction of Engineer-in-Charge.(Base Rate Rs.292/- Per Cum.)
100
-
292
Consolidation of oversize metal by SRR / DRR with spreading of Moorum including hire & running expenses of roller with cost of water, T&P, Labour, transportation, taxes etc. complete.(Base Rate Rs. 103/- per cum)
60
-
103
(SOR No. 4.1.1.3) Providing and laying in position cement concrete of specified grade excluding centering and shuttering - All work upto plinth level. With 20mm nominal size graded stone aggregate.
M-15 grade
34
-
4023.9
(SOR No. 5.22.2)Providing and fixing in position 25 mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints.
12
-
516.6
Compaction of moorum /earth by using SRR/DRR including hire & running expenses of roller, cost of water, T&P, labour, transportation, taxes etc. complete as directed by Engineer in charge .(Base Rate Rs. 22/- per Cum)
70
-
22
Providing & Fixing in position LDPE Film of 150 micron (0.15 mm ) , ISI mark- 2508 (Grade 231) , including heat sealed joints at ends as per IS 9698 including cost of all material, labour, T&P, taxes, transportation etc. complete as directed by Engineer in charge (Base Rate Rs. 25/-per sqm )
240
-
25
(SOR No. 4.3.1) Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.
10
-
152.1
(SOR No. 4.6.1) Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete.
5
-
4231.8
(SOR No. 11.75 )Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and shape laid in required colour and pattern over and including 40mm thick compacted bed of course sand filling the joints with sand etc. all complete as per the direction of Engineer in charge.
425
-
527.4
(SOR No. 2.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)
All kinds of soil
400
-
116.1
(SOR No. 1.2.2.+1.3.2) Transportation of excavated earth upto 100 mts
200
-
73.19
(NSOR) Compaction of moorum /earth by using SRR/DRR including hire & running expenses of roller, cost of water, T&P, labour, transportation, taxes etc. complete as directed by Engineer in charge.(Base Rate Rs. 22/- per Cum)
400
-
22
(SOR No. 2.6) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in over areas foudation trenches .........
Excavation in all kind of soil
15
-
116.1
(SOR No. 4.1.2.3) Providing & Laying in position of specified grade Cement Concrete excluding cost of centering & shuttering with 40 mm nominal size graded stone aggregate Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate (M -7.5)
1
-
3126.6
(SOR No. 5.16.6) Reinforcement for RCC work…copmplete. TMT Bars
100
-
60
(SOR No. 5.16.1) Reinforcement for RCC work…Mild steel & medium tensile bars
25
-
54.45
(SOR No. 5.1.1) Providing & laying in position reinforced cement concrete (with 20 mm nominal size aggregate)…..upto plinth level
M 20 nominal mix
2
-
4581.9
(SOR No. 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
12
-
64.8
(SOR No. 13.2.2) 15 mm thick cement plaster concreate work in cm 1:6
10
-
115.2
(SOR No. 13.56.1) Fencing wall with acrylic smooth exterior taint ........... paint applied
15
-
75.6
(SOR No. 13.58.3) Zink chromate primer ........... steel work
15
-
17.1
(SOR No. 13.68.1) Panting with synthethc enemal paint........ coats
25
-
47.7
(NSOR) P & F precast RCC post .......... complete as per drawing no. TRN/ST/168 (base rate Rs.292 per mtr.)
65
-
292
(10.22.2) Steel work welded in built up sections/ framed work including cutting, hoisting, ……..In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
500
-
76.59
(SOR No. 2.6) Earth work in excavation by mechanical means (Hydraulic excavator)/manua l means in over areas foudation trenches......... Excavation in all kind of soil
26
-
116.1
(SOR No. 4.1.2.3) Providing & Laying CC excluding cost of centering & shuttering with 40 mm aggregate M-7.5 grade
3
-
3126.6
(SOR No. 4.1.1.4) Providing & Laying CC excluding cost of centering & shuttering with 20 mm aggregate M-10 grade
21
-
3501
(SOR No. 4.3.1) Centing and shuttering………………………………. Foundations, footing, bases for columms
60
-
152.1
(SOR No. 4.3.2) Centing and shuttering………………………………. Retaining walls, return walls, walls………. etc
130
-
240.3
(SOR No. 10.1) steel work in single section ...angle iron....
3800
-
58.77
(SOR No. 13.68.1) Painting with synthetic enemal paint . .2 or more coats
200
-
47.7
(SOR No. 13.53.1) Finishing walls with water proofing cement paint of required shade
300
-
43.2
(NSOR) P/F 2400 mm high chain link mesh 75x75 mm square size of GI wire 8 SWG confirming to IS specification 2771-1981 including all necessary arrangment for fixing the same to angle iron post as per drawing No. T&D/Drg./Misc./ 2/ R/3 and direction of Engineer- inCharge.(Base rate Rs. 270/- per sqm).
360
-
270
(NSOR) P&F barbed wire ( 9.88 Kg per 100 m) to M.S.angle iron post i/c screwing with G.I.tying wire, GI Staples, or steel pins i/c cost of wire, staples, pins, etc. complete at above 2.5 m height as per direction of Engineer-in-charge. (Base rate Rs. 8/per m).
450
-
8
(SOR No. 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
-
64.8
Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 gsm/sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross "T" of size 24x25mm made of 0.30mm thick (minimum)...... Engineer-in-charge. 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I , of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing.
34
-
1047
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