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Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Alappuzha Heritage Projects Conservation Of Balakrishna Temple, Hanuman Temple, Siva Parvathy Temple, Entrance Building And Priest House At Gujarati Temple Complex, Alappuzha (sh Civil, Plumbing And Electrical Works)
Description
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Contact
Tender Id
2020_INKEL_388994_1Tender No
NIT/INKEL/ALP/2020-21/178 dated 01/10/2020Tender Authority
INKEL Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
Dismantling and removing any thickness of walls in laterite or bricks in lime or cement mortar including disposal of debris within a distance of 50 m etc. complete
24.48
-
-
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
21.06
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
16.75
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
2.69
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
550
-
-
15.57 : Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge
63.6
-
-
15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
9
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-
15.12.2 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: Of area beyond 3 sq. metres
3
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
123.57
-
-
Removing the paint from old timber surfaces using chemical paint remover like methylene chloride etc (not with sodium hydroxide) method and cleaning surfaces with sand paper, cotton waste, etc. including cost and conveyance of all materials ,labour charges,scaffolding etc as per the additional specifications attached
81.61
-
-
14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
477.29
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-
15.23.2 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
56.36
-
-
26.29.1 : Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
65
-
-
WOOD WORK
-
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-
Fixing available well seasoned second class teak wood members in places of damaged one and already removed from position such as door and window frames, rafters, ridge, wall plate, collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape using already dismantled departmental roof members including all scaffolding charges.
2.1
-
-
Providing and fixing well seasoned second class teak wood members in places of damaged one and already removed from position such as door and window frames, rafters, ridge, wall plate,collar, collar pin, flooring joists,eve boards etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape including all scaffolding charges.Wooden members has to undergo seasoning and season certificate may be produced as per 4.3 of special condition attached
0.78
-
-
9.5.1.1 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood - 35 mm thick shutters
9.17
-
-
9.5.1.2 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.30 mm thick shutters
10.45
-
-
9.7.1 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood
15.7
-
-
Fixing available second class teak wood reepers using departmental reepers after cutting, sizing making columb/special lap joint and providing the same in position with new nails including all cost of fixing etc as directed by Engineer in charge.
0.01
-
-
Providing and fixing second quality teak wood reepers of required size after cutting, shaping,making Columb/special lap joint and providing the same in position including cost of all materials as directed by Engineer in charge
0.11
-
-
14.6.1 : Renewing glass panes, with wooden fillets wherever necessary:Float glass panes of thickness 4 mm
2.03
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete & masonry wall. Anchor should comprise of Polyamide PA 6 grade sleeve and double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. Insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
36
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-
Providing and fixing second class teak wood Eve boards of size 150 mm X 20 mm at the edges of rafter roof with necessary screws as per the existing design including charges for scafolding charges as directed by Engineer in Charge.
23
-
-
9.70.1 : Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete:125 x 64 x 1.90 mm
12
-
-
9.70.2 : Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete:100 x 58 x 1.90 mm
36
-
-
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:125 mm
10
-
-
9.100.3 : 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:75 mm
10
-
-
9.103 : Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS: 1868) aluminium lever handles of approved quality with necessary screws etc . complete.
5
-
-
9.97.2 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:250x10 mm
20
-
-
9.97.4 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete 150x10 mm
8
-
-
9.97.5 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:100x10 mm
4
-
-
9.76 : Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
5
-
-
9.74.2 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm
20
-
-
9.91 : Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete.
4
-
-
9.90.1 : Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete.Size 40 mm
2
-
-
9.87.1 : Providing and fixing bright finished brass hasp and staple (safety type ) with necessary screws etc. complete:150 mm
4
-
-
9.68.2 : Providing and fixing oxidised M.S. casement stays ( straight peg type) with necessary screws etc. complete.250 mm weighing not less than 150 gms.
18
-
-
9.74.4 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10 mm
20
-
-
MASONRY WORK
-
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Laterite masonry in lime mortar 1:2:9(1cement:2 lime:9 fine sand ) using existing size or nearest available size of laterite for superstructure.including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.
2.43
-
-
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
9.9
-
-
ROOFING
-
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-
Providing and laying approved make, MP tiles of 320 mm or nearest size over reeper bands (already done) to correct lines and levels including the cost, conveyance of all materials etc. including scaffolding charges complete as directed by Engineer-in-charge.
201.65
-
-
Providing and laying MP hip and ridge tiles 1st class set in surki mortar (1: 1/2:8) including finishing edges, etc. complete as directed by Engineer-in-Charge.
65
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-
Providing fixing on ceiling factory pressed clay decorative & floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm and as per approved pattern on frame work complete including scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).
48.79
-
-
FLOORING
-
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-
Providing and laying 40 mm Sadarhally Grey Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.
7.2
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-
8.13.1 : Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent.
59.75
-
-
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
25
-
-
8.12 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
18.88
-
-
FINISHING
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Plastering with lime mortar 1:2:9,(1cement:2 lime:9 fine sand )12mm thick using lime mortar and adequate quantity of herbals such as Jaggery, kadukka water and etc for old surface for traditional works including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.Preparation of lime may be as per specification no.6.0
30
-
-
13.19.1 : Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 ( 1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 ( 1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement .Ordinary cement finish using ordinary cement
12.67
-
-
13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
246.68
-
-
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
37.15
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturers specifications and cleaning throughly etc complete On steel work
19.79
-
-
Applying sealer compound after Preparing the surface/cracks with suitable wooden fillets after cleaning and smoothing the surface and grooves with special chisel/tools applying 1 or more coat of wooden filler diluted in special thinner.Entire surface will be sand papering smooth manually without disturbing the wooden carving details.Then Apply second coat of wooden filler and sand papering smoothly.Then the entire surface will be applied with two or more coat of sealer compound
99.5
-
-
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: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
619.33
-
-
13.80 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
514.04
-
-
14.54.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work
13.07
-
-
RCC WORK
-
-
-
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 : 6 graded stone aggregate 20 mm nominal size)
11.86
-
-
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
4.13
-
-
5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more
330
-
-
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
440
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
80
-
-
STEEL WORK
-
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-
9.48.2 : 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.Fixed to openings/ wooden frames with rawl plugs screws etc
135.6
-
-
MISCELLANEOUS WORK
-
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
6
-
-
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion as per manufacturers specification including drilling and plugging holes etc.:With Biflex TC 0.05 concentration.
50
-
-
Providing anti-termite treatment to the useable members of wooden doors, windows and reapers, beams and rafters of roof ceiling etc. with two coat Biflex TC chemical diluted with kerosene or Turpentine after properly cleaning the wooden members etc complete conforming to manufacturers specifications and as directed by the Engineer-in-charge.
106.33
-
-
2.8.1 : 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
44.01
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
33.01
-
-
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
10
-
-
Filling the major cracks by providing and applying approved products like Asian Paints-Smartcare Hybrid PU Sealant in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable method including cutting of nipples after curing etc. complete as per directions of Engineer in- Charge.
100
-
-
12.41.2 : 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.110 mm diameter
50
-
-
Removal of tree growth from walls and floors of the building by using a chemical mix combination as specified. Phenol=250gms, Sodium Hydroxide=250gms, Caseine=200gms, Arsenic Trioxide=500gms.These chemicals are to be mixed thoroughly and applied to the roots of the trees and wait for a period of three months to ensure that the trees has died and shrunk.complete as per the instruction of Engineer in charge.
2
-
-
12.5.1 : Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limper and bitumen washers complete:1.60 mm thick with zinc coating not less than 350 gm/ m2
8
-
-
14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
50
-
-
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
29.68
-
-
10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
72
-
-
26.28.3 : Chipping of unsound/weak concrete material from slabs, beams, columns etc.with manual Chisel and/ or by standard power driven percussion type or ofapproved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge - 25 mm average thickness
62.5
-
-
26.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia.
25
-
-
26.31.2 : Providing, mixing and applying bonding coat of approved adhesive on chippedportion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
100
-
-
13.28.3 : 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band
412.8
-
-
26.32.2 : Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).25 mm average thickness in 2 layers.
95.94
-
-
Supplying manpower: Carpenter
8
-
-
Supplying manpower: Man Mazdoor
20
-
-
Supplying manpower: Wood Cutter
5
-
-
Supplying manpower: Painter
10
-
-
22.12 : Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm.
150
-
-
CONDUITING AND WIRING
-
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-
1.17.12 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm
135
-
-
1.17.3 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm
280
-
-
1.17.21 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 4 sq. mm
5
-
-
1.20.3 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.32 mm
5
-
-
1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
220
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-
1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
30
-
-
1.21.3 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
15
-
-
1.22.4 : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.150 mm X 150 mm X 60 mm deep
1
-
-
1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
12
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-
1.24.2 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.2 way 5/6 amps switch
2
-
-
90.10.3.17 : Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant )
1
-
-
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.
2
-
-
1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
8
-
-
1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm)
7
-
-
1.27.2 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm)
2
-
-
1.27.4 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm)
2
-
-
1.27.5 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.8 Module (125mmX125mm)
1
-
-
1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden blockincluding connection etc as required.
19
-
-
1.31 : Supplying and fixing suitable size GI box with modular plate and cover in front on surface or inrecess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 ampsmodular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
2
-
-
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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
2
-
-
DISTRIBUTION BOARD
-
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2.3.2 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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 MCBIRCCB/Isolator8 way, Double door
1
-
-
Supplying and fixing following rating 25A, double pole, (single phase and neutral), 240 V, RCBO,having a sensitivity current 30 mA in the existing MCB DB complete with connections,testing and commissioning etc. as required.
1
-
-
2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.Single pole
6
-
-
2.16 : Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required.
1
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-
CABLES AND TERMINATIONS
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-
-
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor, A2XFY power cable confirming to IS 7098 (part 1) ammended upto date. 3cx10sq.mm Al Cable
45
-
-
9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
2
-
-
7.1.1 : 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.Upto 35 sq. mm
5
-
-
7.5.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm
35
-
-
7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
5
-
-
7.10 : Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixingthe same in ground as required.
1
-
-
EARTHING AND MISCELLANEOUS WORKS
-
-
-
5.1 : Earthing with G.I. 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. (but without charcoal/ coke and salt ) as required.
1
-
-
90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required
15
-
-
Supply and fixing of 2 Kg ABC Dry Powder (Stored Pressure) Type Fire Extinguisher. pressurized with dry nitrogen gas at 15 bar. Design, construction and testing as per IS 2171-1999 external epoxy powder coating with PO Red Shade No. 538 of IS 5, Supplied with standard accessories.
1
-
-
DOCUMENTATION
-
-
-
Documenting the structure by means of photography and videography before execution, during execution and after execurion of individual work.
1
-
-
HANUMAN TEMPLE - CIVIL AND ELECTRICAL WORKS DISMANTLING
-
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
2.13
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
150
-
-
15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
3
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
140.15
-
-
Removing the paint from old timber surfaces using chemical paint remover like methylene chloride etc (not with sodium hydroxide) method and cleaning surfaces with sand paper, cotton waste, etc. including cost and conveyance of all materials ,labour charges,scaffolding etc as per the specifications no. 4.2.2 attached
9.46
-
-
15.23.2 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
52.84
-
-
14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
193.53
-
-
15.7.2 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks
4
-
-
15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
20
-
-
WOOD WORK
-
-
-
9.1.1 : 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).Second class teak wood
0.38
-
-
9.5.1.1 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood - 35 mm thick shutters
2.52
-
-
9.7.1 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood
2.52
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete & masonry wall. Anchor should comprise of Polyamide PA 6 grade sleeve and double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. Insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
18
-
-
9.72.2 : Providing and fixing bright finished brass butt hinges with necessary screws etc. complete:125x70x4 mm ( ordinary type)
20
-
-
9.81.1 : Providing and fixing bright finished brass handles with screws etc. complete:125 mm
1
-
-
9.75.1 : Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm
2
-
-
MASONRY WORK
-
-
-
Laterite masonry in lime mortar 1:2:9(1cement:2 lime:9 fine sand ) using existing size or nearest available size of laterite for superstructure.including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.
5
-
-
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
6.12
-
-
FLOORING WORK
-
-
-
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
30
-
-
8.13.1 : Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent.
87.87
-
-
Providing and applying flooring plaster with cement plaster 1:3 (1 cement and 3 fine sand) 15mm thick in two coats including a flushing coat of white/grey cement @ 2.2 kg/SQM)including mixing of approved quality red/black oxide powder mixed with white/grey cement (as per manufactures specification or Engineers direction) .including cost and conveyance of all materials,labour, curing, etc.as directed by the Engineer-in-charge at all levels.
21.84
-
-
FINISHING WORK
-
-
-
Plastering with lime mortar 1:2:9,(1cement:2 lime:9 fine sand )12mm thick using lime mortar and adequate quantity of herbals such as Jaggery, kadukka water and etc for old surface for traditional works including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.Preparation of lime may be as per specification no.6.0
23.91
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
136.55
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
98.37
-
-
13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats
20
-
-
Filling the major cracks by providing and applying approved products like Asian Paints-Smartcare Hybrid PU Sealant in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable method including cutting of nipples after curing etc. complete as per directions of Engineer in- Charge.
100
-
-
Applying sealer compound after Preparing the surface/cracks with suitable wooden fillets after cleaning and smoothing the surface and grooves with special chisel/tools applying 1 or more coat of wooden filler diluted in special thinner.Entire surface will be sand papering smooth manually without disturbing the wooden carving details.Then Apply second coat of wooden filler and sand papering smoothly.Then the entire surface will be applied with two or more coat of sealer compound
9.46
-
-
14.54.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work
4.4
-
-
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: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
349.7
-
-
13.80 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
350.31
-
-
RCC WORK
-
-
-
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 : 6 graded stone aggregate 20 mm nominal size)
4.06
-
-
4.2.3 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.92
-
-
5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.45
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
443
-
-
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
500
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
62.31
-
-
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
74.04
-
-
MISCELLANEOUS WORK
-
-
-
2.8.1 : 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
30.4
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
21.28
-
-
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
9.72
-
-
26.28.3 : Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 25 mm average thickness
25
-
-
26.29.1 : Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
50
-
-
26.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia.
10
-
-
26.31.2 : Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
25
-
-
26.32.2 : Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).25 mm average thickness in 2 layers.
65.44
-
-
Removal of tree growth from walls and floors of the building by using a chemical mix combination as specified. Phenol=250gms, Sodium Hydroxide=250gms, Caseine=200gms, Arsenic Trioxide=500gms. These chemicals are to be mixed thoroughly and applied to the roots of the trees and wait for a period of three months to ensure that the trees has died and shrunk.complete as per the instruction of Engineer in charge.
4
-
-
5.8 : Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.3
-
-
14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
45
-
-
Supplying manpower :Mason
5
-
-
Supplying manpower: Man Mazdoor
10
-
-
Supplying manpower: Wood Cutter
5
-
-
Supplying following manpower painter
10
-
-
12.41.2 : 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.110 mm diameter
20
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
4.05
-
-
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion as per manufacturers specification including drilling and plugging holes etc.:With Biflex TC 0.05 concentration.
36
-
-
CONDUITING AND WIRING
-
-
-
1.17.12 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm
75
-
-
1.17.3 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm
100
-
-
1.17.21 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 4 sq. mm
5
-
-
1.20.3 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.32 mm
5
-
-
1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
95
-
-
1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
30
-
-
1.21.3 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
10
-
-
1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
7
-
-
1.24.2 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.2 way 5/6 amps switch
2
-
-
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.
2
-
-
1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
6
-
-
1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm)
2
-
-
1.27.2 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm)
1
-
-
1.27.4 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm)
1
-
-
1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
15
-
-
1.31 : Supplying and fixing suitable size GI box with modular plate and cover in front on surface or inrecess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 ampsmodular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
3
-
-
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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
1
-
-
DISTRIBUTION BOARD
-
-
-
2.3.1 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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 MCBIRCCB/Isolator 6 way, Double door
1
-
-
Supplying and fixing following rating 25A, double pole, (single phase and neutral), 240 V, RCBO,having a sensitivity current 30 mA in the existing MCB DB complete with connections,testing and commissioning etc. as required.
1
-
-
2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.Single pole
4
-
-
2.16 : Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required.
1
-
-
CABLES AND TERMINATIONS
-
-
-
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor, A2XFY power cable confirming to IS 7098 (part 1) ammended upto date.3cx10sq.mm Al Cable;
60
-
-
9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
2
-
-
7.1.1 : 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.Upto 35 sq. mm
15
-
-
7.2.1 : Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm
5
-
-
7.5.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm
40
-
-
7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
5
-
-
7.10 : Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate withinscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixingthe same in ground as required.
2
-
-
EARTHING AND MISCELLANEUOS WORKS
-
-
-
90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required
3
-
-
90.12.10.3 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation
40
-
-
DOCUMENTATION
-
-
-
Documenting the structure by means of photography and videography beore execution,during execution and after execurion of individual work.
1
-
-
SIVA PARVATHY TEMPLE - CIVIL AND ELECTRICAL WORKS DISMANTILING
-
-
-
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
11.5
-
-
15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
148.72
-
-
Dismantling and removing any thickness of walls in laterite or bricks in lime or cement mortar including disposal of debris within a distance of 50 m etc. complete
29.45
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
11.48
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
4.83
-
-
15.23.2 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
108.87
-
-
15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
9
-
-
15.12.2 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres
3
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
101.73
-
-
Removing the paint from old timber surfaces using chemical paint remover like methylene chloride etc (not with sodium hydroxide) method and cleaning surfaces with sand paper, cotton waste, etc. including cost and conveyance of all materials ,labour charges,scaffolding etc as per the specifications no. 4.2.2 attached
74.69
-
-
14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
746.25
-
-
15.18 : Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
2974.32
-
-
WOOD WORK
-
-
-
Providing and fixing well seasoned second class teak wood roof members in places of damaged one and already removed from position such as rafters, ridge, wall plate,collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape including all scaffolding charges.Wooden members has to undergo seasoning and season certificate may be produced. as per 4.3 of special condition attached
0.56
-
-
Fixing available well seasoned second class teak wood members in places of damaged one and already removed from position such as door and window frames, rafters, ridge, wall plate, collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape using already dismantled departmental roof members including all scaffolding charges.
0.82
-
-
9.5.1.1 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood - 35 mm thick shutters
11
-
-
9.5.1.2 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.30 mm thick shutters
11.98
-
-
9.7.1 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood
9.33
-
-
9.7.7.1 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Float glass panes 4 mm thick glass pane
7.83
-
-
9.73.2 : Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:125x125x27x5 mm
48
-
-
9.73.3 : Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:100 x125x27x5 mm
36
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete ; masonry wall. Anchor should comprise of Polyamide PA 6 grade sleeve and double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. Insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
48
-
-
9.74.4 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10 mm
36
-
-
9.75.1 : Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm
6
-
-
9.97.2 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:250x10 mm
24
-
-
9.74.2 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm
12
-
-
MASONRY WORK
-
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
10.86
-
-
50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
12.6
-
-
6.47 : Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymermodified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
43.96
-
-
Laterite masonry in lime mortar 1:2:9(1cement:2 lime:9 fine sand ) using existing size or nearest available size of laterite for superstructure.including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.
10.22
-
-
ROOFING
-
-
-
12.48 : Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
222.84
-
-
Providing and laying MP hip and ridge tiles 1st class set in surki mortar (1: 1/2:8) including finishing edges, etc. complete as directed by Engineer-in-Charge.
30.84
-
-
FLOORING
-
-
-
8.13.1 : Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
108.87
-
-
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
57.12
-
-
Providing and applying flooring plaster with cement plaster 1:3 (1 cement and 3 fine sand) 15mm thick in two coats including a flushing coat of white/grey cement @ 2.2 kg/SQM)including mixing of approved quality red/black oxide powder mixed with white/grey cement (as per manufactures specification or Engineers direction) .including cost and conveyance of all materials,labour, curing, etc.as directed by the Engineer-in-charge at all levels.
29.16
-
-
FINISHING
-
-
-
13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
205.9
-
-
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
140
-
-
13.23.2 : Extra for plastering on circular work not exceeding 6 m in radius.In two coats
140
-
-
13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats
20
-
-
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: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
867.25
-
-
Filling the major cracks by providing and applying approved products like Asian Paints-Smartcare Hybrid PU Sealant in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable method including cutting of nipples after curing etc. complete as per directions of Engineer in- Charge.
150
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturers specifications and cleaning throughly etc complete On steel work
25.28
-
-
Applying sealer compound after Preparing the surface/cracks with suitable wooden fillets after cleaning and smoothing the surface and grooves with special chisel/tools applying 1 or more coat of wooden filler diluted in special thinner.Entire surface will be sand papering smooth manually without disturbing the wooden carving details.Then Apply second coat of wooden filler and sand papering smoothly.Then the entire surface will be applied with two or more coat of sealer compound
74.69
-
-
14.54.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work
26
-
-
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
238.92
-
-
RCC WORKS
-
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
12.97
-
-
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
17.3
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
1729.97
-
-
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
1036.87
-
-
5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
8.64
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
207.6
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
103.69
-
-
STEEL WORK
-
-
-
10.16.3 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
4902.53
-
-
9.48.1 : 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.Fixed to steel windows by welding
185.49
-
-
MISCELLANEOUS WORKS
-
-
-
2.8.1 : 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
50.04
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
20
-
-
26.28.3 : Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 25 mm average thickness
80
-
-
26.29.1 : Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
150
-
-
26.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia.
15
-
-
26.31.2 : Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
80
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
7.33
-
-
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion as per manufacturers specification including drilling and plugging holes etc.:With Biflex TC 0.05 concentration.
65.14
-
-
Supplying manpower :Mason
10
-
-
Supplying manpower: Carpenter
10
-
-
Supplying manpower: Man Mazdoor
15
-
-
Supplying manpower: Wood Cutter
5
-
-
Supplying manpower: Painter
20
-
-
Providing anti-termite treatment to the useable members of wooden doors, windows and reapers, beams and rafters of roof ceiling etc. with two coat Biflex TC chemical diluted with kerosene or Turpentine after properly cleaning the wooden members etc complete conforming to manufacturers specifications and as directed by the Engineer-in-charge.
75
-
-
Removal of tree growth from walls and floors of the building by using a chemical mix combination as specified. Phenol=250gms, Sodium Hydroxide=250gms, Caseine=200gms, Arsenic Trioxide=500gms.These chemicals are to be mixed thoroughly and applied to the roots of the trees and wait for a period of three months to ensure that the trees has died and shrunk.complete as per the instruction of Engineer in charge.
6
-
-
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
25
-
-
CONDUITING AND WIRING
-
-
-
1.17.12 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm
130
-
-
1.17.3 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm
150
-
-
1.17.21 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 4 sq. mm
5
-
-
1.20.3 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.32 mm
5
-
-
1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
160
-
-
1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
30
-
-
1.21.3 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
15
-
-
1.22.4 : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.150 mm X 150 mm X 60 mm deep
1
-
-
1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
14
-
-
1.24.2 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.2 way 5/6 amps switch
2
-
-
90.10.3.17 : Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant )
1
-
-
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.
3
-
-
1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
8
-
-
1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm)
2
-
-
1.27.2 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm)
2
-
-
1.27.4 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm)
2
-
-
1.27.5 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.8 Module (125mmX125mm)
1
-
-
1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
26
-
-
1.31 : Supplying and fixing suitable size GI box with modular plate and cover in front on surface or inrecess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 ampsmodular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
2
-
-
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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
2
-
-
DISTRIBUTION BOARD
-
-
-
2.3.2 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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 MCBIRCCB/Isolator8 way, Double door
1
-
-
Supplying and fixing following rating 25A, double pole, (single phase and neutral), 240 V, RCBO,having a sensitivity current 30 mA in the existing MCB DB complete with connections,testing and commissioning etc. as required.
1
-
-
2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.Single pole
6
-
-
2.16 : Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required.
1
-
-
CABLES AND TERMINATION
-
-
-
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor, A2XFY power cable confirming to IS 7098 (part 1) ammended upto date. 3cx10sq.mm Al Cable
200
-
-
9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
2
-
-
7.1.1 : 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.Upto 35 sq. mm
20
-
-
7.2.1 : Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm
5
-
-
7.5.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm
170
-
-
7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
5
-
-
7.10 : Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixingthe same in ground as required.
12
-
-
EARTHING AND MISCELLANEOUS WORKS
-
-
-
90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required
3
-
-
90.12.10.3 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation
170
-
-
Supply and fixing of 2 Kg ABC Dry Powder (Stored Pressure) Type Fire Extinguisher. pressurized with dry nitrogen gas at 15 bar. Design, construction and testing as per IS 2171-1999 external epoxy powder coating with PO Red Shade No. 538 of IS 5, Supplied with standard accessories.
1
-
-
DOCUMENTATION
-
-
-
Documenting the structure by means of photography and Videography before execution, during execution and after execution of individual work.
1
-
-
ENTRANCE BUILDING - CIVIL, PLUMBING AND ELECTRICAL WORKS DISMANTLING
-
-
-
15.28.2 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos Sheet
30.11
-
-
Dismantling and removing the wrought and framed work of timbers in roof,brackets doors,windows and floors including removing cleats and wooden nails end of balustrades including lowering, stacking the useful materials and disposal of debris etc including extra lowering charge and scaffolding charges complete within a distance of 50m.
1
-
-
15.57 : Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge
13.2
-
-
Dismantling and removing any thickness of walls in laterite or bricks in lime or cement mortar including disposal of debris within a distance of 50 m etc. complete
9.2
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
6.06
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
7.08
-
-
15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
1
-
-
15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
3
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
200
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
307.56
-
-
Removing the paint from old timber surfaces using chemical paint remover like methylene chloride etc (not with sodium hydroxide) method and cleaning surfaces with sand paper, cotton waste, etc. including cost and conveyance of all materials ,labour charges,scaffolding etc as per the specifications no. 4.2.2 attached
14.37
-
-
14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
108
-
-
15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
35
-
-
WOOD WORK
-
-
-
Fixing available well seasoned second class teak wood members in places of damaged one and already removed from position such as door and window frames, rafters, ridge, wall plate, collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape using already dismantled departmental roof members including all scaffolding charges.
0.19
-
-
Providing and fixing well seasoned second class teak wood roof members in places of damaged one and already removed from position such as rafters, ridge, wall plate,collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape including all scaffolding charges.Wooden members has to undergo seasoning and season certificate may be produced.
0.57
-
-
9.5.1.1 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood 35 mm thick shutters
4.47
-
-
9.5.1.2 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge. 30 mm thick shutters
5.5
-
-
9.7.1 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood
9.97
-
-
14.85 : Taking out existing wooden door shutter, repair by cutting, painting etc. andrefixing of repaired door shutters to existing door frames, including replacementof hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
1
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete & masonry wall. Anchor should comprise of Polyamide PA 6 grade sleeve and double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. Insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
48
-
-
9.57.1 : Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.125 x 65 x 2.12 mm
23
-
-
9.57.2. : Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.100 x 58 x 1.90 mm
36
-
-
9.63.1 : Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:250x10 mm
10
-
-
9.63.3 : Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:150x10 mm
24
-
-
9.66.1 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:125 mm
7
-
-
9.66.2 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:100 mm
12
-
-
9.62.1 : Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete:300x16 mm
4
-
-
9.73.1 : Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:150x125x27x5 mm
8
-
-
9.75.1 : Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm
2
-
-
9.81.1 : Providing and fixing bright finished brass handles with screws etc. complete:125 mm
2
-
-
9.74.1 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:250x10 mm
4
-
-
MASONRY WORK
-
-
-
Laterite masonry in lime mortar 1:2:9(1cement:2 lime:9 fine sand ) using existing size or nearest available size of laterite for superstructure.including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.
9.2
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
2
-
-
ROOFING WORK
-
-
-
Providing and laying approved make, MP tiles of 320 mm or nearest size over reeper bands (already done) to correct lines and levels including the cost, conveyance of all materials etc. including scaffolding charges complete as directed by Engineer-in-charge.
264.24
-
-
Providing and laying MP hip and ridge tiles 1st class set in surki mortar (1: 1/2:8) including finishing edges, etc. complete as directed by Engineer-in-Charge.
25.25
-
-
Providing & fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm and as per approved pattern on frame work complete including scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).
264.24
-
-
12.5.1 : Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limper and bitumen washers complete:1.60 mm thick with zinc coating not less than 350 gm/ m2
8
-
-
FLOORING WORKS
-
-
-
8.12 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
6.04
-
-
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
12
-
-
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on floors jointed with white cement mortar 1:4 (1 white cement : 4 coarse sand) mixed with pigment to match the shade of tile , laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including machine rubbing and floor polishing complete as per the direction of engineering in charge.
145.85
-
-
Providing and laying Leather Finished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing etc. all complete as specified and as directed by the Engineer-in-Charge. Rosy Pink Leather Finished Granite stone slab or equivalent.
16.47
-
-
11.36 : Providing and fixing I st 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
10.45
-
-
FINISHING WORKS
-
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
246.26
-
-
13.6.1 : 20 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
191.26
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
90.51
-
-
13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats
23.7
-
-
Filling the major cracks by providing and applying approved products like Asian Paints-Smartcare Hybrid PU Sealant in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable method including cutting of nipples after curing etc. complete as per directions of Engineer in- Charge.
75
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturers specifications and cleaning throughly etc complete On steel work
11.04
-
-
Applying white or colour wash by mixing glue & indigo as per requirement three or more coats to surfaces such as walls,columns, ceiling etc, including necessary repairs to scratches etc. complete including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-charge. Preparation of lime may be as per specification no 11.7 and test certificate of lime may be produced by the agency
822.09
-
-
Applying sealer compound after Preparing the surface/cracks with suitable wooden fillets after cleaning and smoothing the surface and grooves with special chisel/tools applying 1 or more coat of wooden filler diluted in special thinner.Entire surface will be sand papering smooth manually without disturbing the wooden carving details.Then Apply second coat of wooden filler and sand papering smoothly.Then the entire surface will be applied with two or more coat of sealer compound
38.66
-
-
Providing anti-termite treatment to the useable members of wooden doors, windows and reapers, beams and rafters of roof ceiling etc. with two coat Biflex TC chemical diluted with kerosene or Turpentine after properly cleaning the wooden members etc complete conforming to manufacturers specifications and as directed by the Engineer-in-charge.
38.66
-
-
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
350.61
-
-
RCC WORKS
-
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
6.69
-
-
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
668.7
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
50
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
30
-
-
STEEL WORKS
-
-
-
9.48.2 : 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.Fixed to openings/ wooden frames with rawl plugs screws etc
74.9
-
-
10.16.3 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
4860
-
-
WATER SUPPLY
-
-
-
Providing and fixing White Vitreous China Extended Wall Mounted EWC, Complete Set with 3/6 LPF Dual Cistern, overall size 765 x 370 x 650mm. or as per approved model and shape, including Cistern Fittings, Soft Close Seat Cover, bolts, nuts, washers, expansion/ rawl sleeves, gasket etc. complete, and fixing to wall, as per manufacturers instruction and to the approval of Engineer-in-charge. Model Jaquar- FLS WHT- 5351, FLS -WHT-5201 or equivalent.
1
-
-
17.7.2 : 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:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
1
-
-
18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
3
-
-
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.
1
-
-
Supplying, installing, testing & commissioning at site in position 15mm dia C.P Long Body brass aerator bib cocks with wall flange including cutting and making good the walls wherever required. Model - FLR-5047N- 1250 or Equivalent
1
-
-
50.17.1.1 : Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
1
-
-
18.21.2.1 : Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15 mm nominal bore
1
-
-
50.17.1.3 : Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
1
-
-
50.17.1.5 : Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
1
-
-
uPVC fabricated Multi floor trap - Providing, Fixing, testing and commissioning at site in position uPVC Fabricated Multi Floor Trap, with thrust block support including complete cost of cutting chases and making good the walls in all respects - 50/75 mm dia inlet/outlet (In Sunken)
1
-
-
C.P. cast brass or stainless steel Square Flat cut lock anti cockroach grating cover - Providing and Fixing Heavy Duty Stainless Steel Square Flat cut lock anti Cockroach Trap Stainless Steel A ISI 304 with 153x153mm. Grating, for 110mm. Floor Traps.
1
-
-
50.18.8.9.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2
6
-
-
50.18.8.8.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2
3
-
-
50.18.8.6.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2
4
-
-
Providing and fixing Under Ground Drainage Pipe Work with uPVC Pipes 6kg/cm2; (IS: 4985) including all fittings. This includes jointing of pipes & fittings with one step PVC solvent cement, trenching, with required slopes, as specified, and kept in position with masonry supports, thrust blocks, anchors, testing of joints & Refilling complete as per direction of Engineer in Charge- 110mm. O.D.
50
-
-
Providing, fixing, pressure testing and commission Concealed Cold Water Services Pipe Work, with High Pressure uPVC Pipes, Sch. 40 (ASTM D 1785) and Sch. 40 (ASTM D 2466) Fittings, such as Elbows, Tees, Reducers, 15mm. Female Brass Threaded Elbows, Tess &Sockets, as per requirement, Sockets, Flanges, Unions, Adaptors, End Plugs etc, Pipe Supports, Fasteners, Clamps, Expansion Joints, Bolts, Washers, Nuts, Masonary Supports etc, as per requirement and site conditions, including cutting, chasing, drilling etc, in Block Walls, RCC Slabs etc, wherever required and making good walls, floors, duct etc. The Solvent Cement shall be one step for pressure pipes and fittings from the same Manufacturer. All as per Technical Specifications and to the approval of Engineer- in -Charge. Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia. Pipes.
5
-
-
Providing and fixing uPVC Pipes, Sch. 40 (ASTM D 1785) and with Sch. 40 (ASTM D 2466) Fittings, fixing the pipe with Universal clamps/U bolt at 1.00 m spacing,Anchor fastners(8mm), Threaded Rod(8mm), nuts, washers etc complete. This includes jointing of pipes & fittings with one step uPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall - Ceiling and Shaft 20 mm nominal outer dia. Pipes.
20
-
-
18.22.2 : Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:150 mm diameter
1
-
-
18.52.1 : Providing and fixing C.P brass stop cock ( concealed) of standard design and of approved make conforming to IS: 893115 mm nominal bore
1
-
-
Brass ball valve 20mm dia - Providing, Fixing at site in position full way lever operated forged Brass ball valve (screwed end) of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary MTA fittings in position as per drawing (20mm) dia
1
-
-
Brass ball valve 25mm dia - Providing, Fixing at site in position full way lever operated forged Brass ball valve (screwed end)of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary MTA fittings in position as per drawing - (25mm) dia
1
-
-
19.4.1.2 : Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith Sewer bricks conforming to IS: 4885
1
-
-
19.7.1.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside 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 (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
-
-
Providing, fixing, pressure test and commission Under Ground Cold Water Services Pipe Work, with High Pressure uPVC Pipes, Sch. 80 (ASTM D 1785) and high pressure fittings, Sch. 80 (ASTM D 2467) such as bend, tees, couplers, reducers, unions, flanges, male and female threaded couplings, adaptors, sockets, end plugs etc. jointed with solvent cement for pressure pipes & fittings and laid in trenches, as specified, and kept in position with masonry supports, thrust blocks, anchors etc. - 25mm Dia.
40
-
-
ELECTRICAL WORKS
-
-
-
1.17.3 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm
250
-
-
1.17.12 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm
405
-
-
1.17.21 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 4 sq. mm
10
-
-
1.20.3 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.32 mm
5
-
-
1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
275
-
-
1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
70
-
-
1.21.3 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
15
-
-
1.22.4 : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.150 mm X 150 mm X 60 mm deep
1
-
-
1.22.13 : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.200 mm X 300 mm X 60 mm deep
1
-
-
1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
33
-
-
1.24.2 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.2 way 5/6 amps switch
2
-
-
1.24.3 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch
1
-
-
90.10.3.17 : Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant )
2
-
-
1.24.5 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet
1
-
-
1.24.6 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Telephone socket outlet
1
-
-
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.
9
-
-
1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
15
-
-
1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm)
8
-
-
1.27.2 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm)
4
-
-
1.27.4 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm)
1
-
-
1.27.5 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.8 Module (125mmX125mm)
4
-
-
1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden blockincluding connection etc as required.
49
-
-
1.34 : Supplying and fixing brass batten/ angle holder including connection etc. as required.
14
-
-
1.31 : Supplying and fixing suitable size GI box with modular plate and cover in front on surface or inrecess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 ampsmodular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
2
-
-
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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
5
-
-
DISTRIBUTION BOARDS
-
-
-
2.3.3 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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 MCBIRCCB/Isolator 12 way, Double door
1
-
-
Supplying and fixing following rating 25A, double pole, (single phase and neutral), 240 V, RCBO,having a sensitivity current 30 mA in the existing MCB DB complete with connections,testing and commissioning etc. as required.
1
-
-
2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.Single pole
12
-
-
2.16 : Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required.
1
-
-
CABLES AND TERMINATIONS
-
-
-
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor, A2XFY power cable confirming to IS 7098 (part 1) ammended upto date. 3cx10sq.mm Al Cable
60
-
-
9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
2
-
-
7.1.1 : 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.Upto 35 sq. mm
15
-
-
7.2.1 : Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm
5
-
-
7.5.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm
35
-
-
7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
5
-
-
7.10 : Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate withinscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixingthe same in ground as required.
4
-
-
5.1 : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providingmasonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.
1
-
-
90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required
15
-
-
90.12.10.3 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation
30
-
-
1.18.2 : Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor,unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 Pair
80
-
-
Supply and fixing of 2 Kg ABC Dry Powder (Stored Pressure) Type Fire Extinguisher. pressurized with dry nitrogen gas at 15 bar. Design, construction and testing as per IS 2171-1999 external epoxy powder coating with PO Red Shade No. 538 of IS 5, Supplied with standard accessories.
1
-
-
MISCELLANEOUS WORK
-
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
14.59
-
-
2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
127.97
-
-
2.8.1 : 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
0.6
-
-
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
45.41
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
10
-
-
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion as per manufacturers specification including drilling and plugging holes etc.:With Biflex TC 0.05 concentration.
65
-
-
4.17 : Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
19.8
-
-
14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story height made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
60
-
-
Supplying manpower: Carpenter
7
-
-
Supplying manpower: Man Mazdoor
3
-
-
PRIEST HOUSE - CIVIL, PLUMBING AND ELECTRICAL WORKS DISMANTLING
-
-
-
15.31 : Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
272.82
-
-
15.14.1 : Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead:Of sectional area 40 square centimetres and above
7.13
-
-
15.14.2 : Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead:Of sectional area below 40 square centimeters
1018.21
-
-
Dismantling and removing any thickness of walls in laterite or bricks in lime or cement mortar including disposal of debris within a distance of 50 m etc. complete
34.55
-
-
15.39.3 : Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking with in 50 metres lead:Thickness above 25 mm upto 40 mm
43.01
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
2
-
-
15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
5.32
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
300
-
-
15.39.2 : Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking with in 50 metres lead:Thickness above 10mm upto 25 mm
12
-
-
15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
19
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
248.57
-
-
Removing the paint from old timber surfaces using chemical paint remover like methylene chloride etc (not with sodium hydroxide) method and cleaning surfaces with sand paper, cotton waste, etc. including cost and conveyance of all materials ,labour charges,scaffolding etc as per the specifications no. 4.2.2 attached
118.88
-
-
15.18 : Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
10.68
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2
-
-
14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
190.16
-
-
15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
20
-
-
WOOD WORK
-
-
-
Fixing available well seasoned second class teak wood members in places of damaged one and already removed from position such as door and window frames, rafters, ridge, wall plate, collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape using already dismantled departmental roof members including all scaffolding charges.
6.38
-
-
Providing and fixing well seasoned second class teak wood roof members in places of damaged one and already removed from position such as rafters, ridge, wall plate,collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape including all scaffolding charges.Wooden members has to undergo seasoning and season certificate may be produced. as per 4.3 of special condition attached
3.71
-
-
9.5.1.1 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood 35 mm thick shutters
6.2
-
-
9.5.1.2 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.30 mm thick shutters
3.93
-
-
9.7.1 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood
17.31
-
-
Fixing available second class teak wood reepers using departmental reepers after cutting, sizing making columb/special lap joint and providing the same in position with new nails including all cost of fixing etc as directed by Engineer in charge.
0.77
-
-
Providing and fixing second quality teak wood reepers of required size after cutting, shaping,making lap joint and providing the same in position including cost of all materials as directed by Engineer in charge
0.52
-
-
14.85 : Taking out existing wooden door shutter, repair by cutting, painting etc. andrefixing of repaired door shutters to existing door frames, including replacementof hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
13
-
-
9.72.2 : Providing and fixing bright finished brass butt hinges with necessary screws etc. complete:125x70x4 mm ( ordinary type)
78
-
-
9.72.5 : Providing and fixing bright finished brass butt hinges with necessary screws etc. complete:75x65x4 mm (heavy type)
62
-
-
9.74.2 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm
52
-
-
9.74.3 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:150x10 mm
62
-
-
14.35.2 : Providing and fixing finished brass hard drawn hooks and eyes:250 mm
62
-
-
9.81.1 : Providing and fixing bright finished brass handles with screws etc. complete:125 mm
52
-
-
9.81.2 : Providing and fixing bright finished brass handles with screws etc. complete:100 mm
31
-
-
9.75.1 : Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm
8
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete & masonry wall. Anchor should comprise of Polyamide PA 6 grade sleeve and double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. Insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
38
-
-
MASONRY WORK
-
-
-
Laterite masonry in lime mortar 1:2:9 (1cement:2 lime:9 fine sand ) using existing size or nearest available size of laterite for superstructure.including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.
39.16
-
-
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
5
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
21.35
-
-
ROOFING WORK
-
-
-
Labour charge for Roofing with departmentaly supplied MP roofing tiles including extra labour with raised up mughappu, false ceiling, obstructions, additional works in valleying areas etc. including necessary scaffolding complete as per the instruction of engineer in charge
218.26
-
-
Cleaning MP tiles, hip and ridge tiles by removing water weeds, fungi etc using wire brush and lime water and stacking the tiles properly as per the direction of Engineer in Charge
218.26
-
-
Labour charge for Laying available departmental MP hip and ridge tiles set in lime mortar (1: 1/2:8) including finishing edges using red oxide powder etc. including necessary scaffolding complete as per the instruction of engineer in charge.
34.4
-
-
Providing and laying approved make, MP tiles of 320 mm or nearest size over reeper bands (already done) to correct lines and levels including the cost, conveyance of all materials etc. including scaffolding charges complete as directed by Engineer-in-charge.
100.28
-
-
Providing and laying MP hip and ridge tiles 1st class set in surki mortar (1: 1/2:8) including finishing edges, etc. complete as directed by Engineer-in-Charge.
8.6
-
-
Providing fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm and as per approved pattern on frame work complete including scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).
318.54
-
-
12.5.1 : Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limper and bitumen washers complete:1.60 mm thick with zinc coating not less than 350 gm/ m2
23.81
-
-
FLOORING WORKS
-
-
-
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on floors jointed with white cement mortar 1:4 (1 white cement : 4 coarse sand) mixed with pigment to match the shade of tile , laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including machine rubbing and floor polishing complete as per the direction of engineering in charge.
160.28
-
-
8.12 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
5.4
-
-
11.36 : Providing and fixing I st 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
39.2
-
-
11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
10.6
-
-
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
38.3
-
-
FINISHING WORKS
-
-
-
Plastering with lime mortar 1:2:9,(1cement:2 lime:9 fine sand )12mm thick using lime mortar and adequate quantity of herbals such as Jaggery, kadukka water and etc for old surface for traditional works including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.Preparation of lime may be as per specification no.6.0
292.05
-
-
13.8.2 : 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:1: 4 ( 1 cement : 4 fine sand)
20
-
-
Filling the major cracks by providing and applying approved products like Asian Paints-Smartcare Hybrid PU Sealant in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable method including cutting of nipples after curing etc. complete as per directions of Engineer in- Charge.
10
-
-
Applying sealer compound after Preparing the surface/cracks with suitable wooden fillets after cleaning and smoothing the surface and grooves with special chisel/tools applying 1 or more coat of wooden filler diluted in special thinner.Entire surface will be sand papering smooth manually without disturbing the wooden carving details.Then Apply second coat of wooden filler and sand papering smoothly.Then the entire surface will be applied with two or more coat of sealer compound
452.12
-
-
Applying white or colour wash by mixing glue & indigo as per requirement three or more coats to surfaces such as walls,columns, ceiling etc, including necessary repairs to scratches etc. complete including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-charge. Preparation of lime may be as per specification no 11.7 and test certificate of lime may be produced by the agency
422.56
-
-
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
76.72
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturers specifications and cleaning throughly etc complete On steel work
75.72
-
-
RCC WORKS
-
-
-
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
3.95
-
-
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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
8.94
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more
394
-
-
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
900
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
34.24
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
72.62
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers
41.33
-
-
STEEL WORKS
-
-
-
9.48.2 : 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.Fixed to openings/ wooden frames with rawl plugs screws etc
100
-
-
10.16.3 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
1097.16
-
-
10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
100
-
-
MISCELLANEOUS WORKS
-
-
-
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 : 6 graded stone aggregate 20 mm nominal size)
7.28
-
-
2.8.1 : 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
5.86
-
-
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
67.98
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
67.98
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
6.75
-
-
Providing and applying Antitermite treatment by injecting .BiFlex TC chemical emulsion for pre-constructional treatment and creating a chemical barrier as per IS 6313 (Part II) 1981 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment)
60
-
-
Providing anti-termite treatment to the useable members of wooden doors, windows and reapers, beams and rafters of roof ceiling etc. with two coat Biflex TC chemical diluted with kerosene or Turpentine after properly cleaning the wooden members etc complete conforming to manufacturers specifications and as directed by the Engineer-in-charge.
452.12
-
-
4.17 : Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
54
-
-
14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
75
-
-
Supplying manpower: Carpenter
15
-
-
Supplying manpower: Man Mazdoor
15
-
-
Supplying manpower: Wood Cutter
2
-
-
Supplying manpower: Painter
2
-
-
WATER SUPPLY WORK
-
-
-
Providing and fixing White Vitreous China Extended Wall Mounted EWC, Complete Set with 3/6 LPF Dual Cistern, overall size 765 x 370 x 650mm. or as per approved model and shape, including Cistern Fittings, Soft Close Seat Cover, bolts, nuts, washers, expansion/ rawl sleeves, gasket etc. complete, and fixing to wall, as per manufacturers instruction and to the approval of Engineer-in-charge. Model Jaquar- FLS WHT- 5351, FLS -WHT-5201 or equivalent.
1
-
-
17.7.2 : 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:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
2
-
-
18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931- 15 mm nominal bore
4
-
-
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.
2
-
-
18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
3
-
-
Supplying, installing, testing & commissioning at site in position C.P Brass Soap tray by means of screws and rawl plug embedded in the walls complete including cutting and making good the walls wherever required. Model - Cera F5003106 or Equivalent
2
-
-
18.21.2.1 : Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length - 15 mm nominal bore
3
-
-
17.73.1 : 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 colour450 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
2
-
-
Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.Model - JAQUAR - ALD-CHR-585 or Equivalent Hand Shower (Health Faucet)(ABS Body) With 1 mtr long PVC Tube & Wall Hook or Equivalent.
1
-
-
uPVC fabricated Multi floor trap - Providing, Fixing, testing and commissioning at site in position uPVC Fabricated Multi Floor Trap, with thrust block support including complete cost of cutting chases and making good the walls in all respects - 50/75 mm dia inlet/outlet (In Sunken)
3
-
-
C.P. cast brass or stainless steel Square Flat cut lock anti cockroach grating cover - Providing and Fixing Heavy Duty Stainless Steel Square Flat cut lock anti Cockroach Trap Stainless Steel A ISI 304 with 153x153mm. Grating, for 110mm. Floor Traps.
3
-
-
50.18.8.9.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2
16
-
-
50.18.8.8.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2
10
-
-
50.18.8.6.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2
4
-
-
Supplying, Installing, Testing Commissioning at site in position Ring uPVC pipe (SWR) of Type A(IS:13592) including SWR jointing with Rubber Ring Seal (IS 5382) PVC Moulded (IS 14735 ) fittings with bosses where required eg.Door tees, Door bends, Y bends, clamps, couplings, adapters, rodding eye and cowls with sealing grooves and clamping with Position, including cutting and making good the walls and floors as required at site (For Vertical & Horizontal Shaft piping for rainwater/Vent).Clamping details - For Vertical Shafts G.I. U bolts (8 mm thick) on G.I. slotted rails (1.6 / 2.5 mm thick) , Rail Leg 2 1/2 STD Powder Coated Clamping details - For Suspended lines G.I. U bolts (8 mm thick) on Heavy Duty G.I.slotted rails (2.5 mm thick) or Clamping with Universal clamps, Anchor fastners(10mm), Threaded Rod(10mm), nuts, washers etc complete.110mm OD
40
-
-
Providing and fixing Under Ground Drainage Pipe Work with uPVC Pipes 6kg/cm2; (IS: 4985) including all fittings. This includes jointing of pipes & fittings with one step PVC solvent cement, trenching, with required slopes, as specified, and kept in position with masonry supports, thrust blocks, anchors, testing of joints & Refilling complete as per direction of Engineer in Charge.- 110mm. O.D.
65
-
-
Providing, fixing, pressure testing and commission Concealed Cold Water Services Pipe Work, with High Pressure uPVC Pipes, Sch. 40 (ASTM D 1785) and Sch. 40 (ASTM D 2466) Fittings, such as Elbows, Tees, Reducers, 15mm. Female Brass Threaded Elbows, Tess Sockets, as per requirement, Sockets, Flanges, Unions, Adaptors, End Plugs etc, Pipe Supports, Fasteners, Clamps, Expansion Joints, Bolts, Washers, Nuts, Masonary Supports etc, as per requirement and site conditions, including cutting, chasing, drilling etc, in Block Walls, RCC Slabs etc, wherever required and making good walls, floors, duct etc. The Solvent Cement shall be one step for pressure pipes and fittings from the same Manufacturer. All as per Technical Specifications and to the approval of Engineer- in -Charge.Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia. Pipes.
20
-
-
Providing and fixing uPVC Pipes, Sch. 40 (ASTM D 1785) and with Sch. 40 (ASTM D 2466) Fittings, fixing the pipe with Universal clamps/U bolt at 1.00 m spacing,Anchor fastners(8mm), Threaded Rod(8mm), nuts, washers etc complete. This includes jointing of pipes & fittings with one step uPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall - Ceiling and Shaft - 20 mm nominal outer dia. Pipes.
18
-
-
Providing and fixing uPVC Pipes, Sch. 40 (ASTM D 1785) and with Sch. 40 (ASTM D 2466) Fittings, fixing the pipe with Universal clamps/U bolt at 1.00 m spacing,Anchor fastners(8mm), Threaded Rod(8mm), nuts, washers etc complete. This includes jointing of pipes fittings with one step uPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - Ceiling and Shaft 25 mm nominal outer dia. Pipes.
35
-
-
Providing and fixing uPVC Pipes, Sch. 80 (ASTM D 1785) and with Sch. 80 (ASTM D 2467) Fittings, fixing the pipe with Universal clamps/U bolt at 1.00 m spacing,Anchor fastners(8mm), Threaded Rod(8mm), nuts, washers etc complete.This includes jointing of pipes & fittings with one step uPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall - Ceiling and Shaft 32 mm nominal outer dia. Pipes.
35
-
-
18.22.1 : Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:100 mm diameter
2
-
-
18.52.1 : Providing and fixing C.P brass stop cock ( concealed) of standard design and of approved make conforming to IS: 8931 - 15 mm nominal bore
2
-
-
Brass ball valve 20mm dia - Providing, Fixing at site in position full way lever operated forged Brass ball valve (screwed end)of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary MTA fittings in position as per drawing - (20mm) dia
3
-
-
Brass ball valve 25mm dia - Providing, Fixing at site in position full way lever operated forged Brass ball valve (screwed end)of brass body with forged brass hard chrome plate (PN 25) of approved make with necessary MTA fittings in position as per drawing - (25mm) dia
2
-
-
19.4.1.2 : Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith Sewer bricks conforming to IS: 4885
2
-
-
19.7.1.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside 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 (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
-
-
51.19.ST3 : Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 25 to below 35 flush capacity
1
-
-
18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 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.
1500
-
-
CONDUITING AND WIRING
-
-
-
1.17.3 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm
288
-
-
1.17.12 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm
280
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-
1.17.21 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 4 sq. mm
15
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1.20.3 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.32 mm
5
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-
1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
290
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-
1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
115
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-
1.21.3 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
10
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-
1.22.4 : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.150 mm X 150 mm X 60 mm deep
1
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-
1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
31
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-
1.24.2 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.2 way 5/6 amps switch
2
-
-
1.24.3 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch
1
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-
90.10.3.17 : Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant )
2
-
-
1.24.5 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet
1
-
-
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.
5
-
-
1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
12
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1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm)
7
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-
1.27.2 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm)
1
-
-
1.27.4 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm)
5
-
-
1.27.5 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.8 Module (125mmX125mm)
5
-
-
1.27.6 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.12 Module (200mmX150mm)
1
-
-
1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
36
-
-
1.34 : Supplying and fixing brass batten/ angle holder including connection etc. as required.
14
-
-
1.31 : Supplying and fixing suitable size GI box with modular plate and cover in front on surface or inrecess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 ampsmodular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
11
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-
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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
1
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DISTRIBUTION BOARDS
-
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2.3.2 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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 MCBIRCCB/Isolator8 way, Double door
1
-
-
Supplying and fixing following rating 25A, double pole, (single phase and neutral), 240 V, RCBO,having a sensitivity current 30 mA in the existing MCB DB complete with connections,testing and commissioning etc. as required.
1
-
-
2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.Single pole
6
-
-
2.16 : Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required.
1
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-
CABLES AND TERMINATIONS
-
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Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor, A2XFY power cable confirming to IS 7098 (part 1) ammended upto date. 3cx10sq.mm Al Cable
40
-
-
9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
2
-
-
7.1.1 : 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.Upto 35 sq. mm
10
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-
7.2.1 : Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm
5
-
-
7.5.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm
20
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-
7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
5
-
-
7.10 : Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixingthe same in ground as required.
2
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EARTHING AND MISCELLANEOUS WORKS
-
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90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required
10
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-
90.12.10.3 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation
30
-
-
DOCUMENTING
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Documenting the structure by means of photography and Videography before execution, during execution and after execution of individual work.
1
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Evaluation Notes How It Works ?
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