Temple Trust Shri Naina Devi Ji Tender

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Temple Trust Shri Naina Devi Ji Tender

Works

Civil And Construction

Eprocure

Bilaspur, Himachal Pradesh

Opening Date27 Aug 2018

Closing Date3 Sep 2018

Tender Amount₹ 9,29,625

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Costs

EMD
₹ 14,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2018_NDTT_23125_1
Bid Award Id
View
Tender No
TTND- Const-e-Pro-4277 dt 18.08.18
Tender Authority
Temple Trust Shri Naina Devi Ji View
Purchaser Address
-
Website
http://hptenders.gov.in

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Documents

Tender Notice-12.1 MBTendernotice_1.pdf

Tender Notice

BOQ-1330.2 kBBOQ_32387.xls

BOQ

Document-13.0 MBSBD684299.pdf

Tender Document

Report Missing Document

BOQ Items

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P/L cement concrete 1: 1.5 : 3 ( 1 cement : 1.5 sand : 3 graded stone aggregate of 20 mm nominal size ) and curing complete excluding cost of form work and reinforced cement concrete work in within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Column,pillars,posts sturts upto floor all level.

Quantity2.23

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(b) Suspended floors,roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor all level within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.

Quantity9.42

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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering not exceeding 4 meters and removal of the same for insitu- reinforced concrete and plain concrete work in within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Flat surfaces such as soffits of suspended floors, roofs landings and the like.(i) Floors etc. upto 200mm in thickness.

Quantity59.23

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(b) Sides and soffits of beams, beam haunching, cantilevers, bressumers and lintels not exceeding 1 mtr in depths in all heights from floor within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.

Quantity21.1

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(c ) Column,pillars,posts sturts upto floor all level within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.

Quantity30.61

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(b) Edges of slabs and breaks in floors and walls within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.(i) Under 20cm wide.

Quantity33.1

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Providing mild steel/ Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor all level within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Tor steel

Quantity1533.53

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Boulder filling dry hand packed as under floor as per direction and best satisfaction of Engineer-in -Charge.

Quantity2.7

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P/L autoclaved areated cement blocks massonary with 100mm thick AAC blocks in super structure above plinth level upto all floor level in cement mortor 1:4 (1cement : 4 sand ) the rates including providing and placing in position 2no's 6mm dia. M.S. bars at every 3rd course of massonry work within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.

Quantity17.57

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P/F in position collapsible steel shutters with vertical channels 20mmx10mmx 2mm and braced with flat iron diagonal 20mm x5mmsize with top and bottom rails of T iron 40x40x6mm with 38mm dia steel pulley complete with bolts and nuts locking arrangement stoppers handles i/c applying a priming coat of red lead paint as per direction and best satisfaction of

Quantity4.05

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P/f angle iron door, window, clerestory window frame manufactured from M.S. angle iron section of 50x50x6mm, thickness i/c hinges jamb, lock jamb, beed and if required angle thrashold of mild steel angle 50x25 mm welded or rigitly fixed by mechanical means, lugs with split end tails to each jamb i/c steel butt hinges 2.5 mm thick with provision for locking arrangement and shock observer as specified and applying a coat of approced steel primer after pretreatment of the surface as directed by Engineer-in-Charge

Quantity80.05

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P/ F 1 mm thick M.S. sheet garrage door with frame of 40mm x 40mm x 6 mm angle iron 3.15 mm M.S. gusset plates at the junctions and corners , all necessary fittings complete i/c applying a priming coat of red lead paint.(a) Using M.S. angles 40mmx40x mm 6 mm for diagonal braces as per direction and best satisfaction of Engineer-in -Charge.

Quantity16.38

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6 mm Cement plaster to ceiling in within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. ( a) In cement mortar 1: 4 ( 1 cement : 4 sand)

Quantity59.7

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15 mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level i/c arrises, internal rounded angles, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) In Cement Mortar 1:6 ( 1 Cement : 6 Sand)

Quantity80.59

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15 mm Cement plaster in single coat on the fair side of brick/ concrete/stone walls for interior plastering upto floor two level i/c arrises, internal rounded angles, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) In Cement Mortar 1:6 ( 1 Cement : 6 Sand)

Quantity118.24

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Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. flats, square or round bars with round headed bolts and nuts or by screws within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Plain Grill

Quantity58.72

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Kota stone slab flooring 20mm ( average) thick base of cement mortar 1:4 ( 1 cement: 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, i/c rubbing and polishing complete as per direction and best satisfaction of Engineer-in -Charge. (a) 25mm thick.

Quantity31.44

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Kota stone slab 25mm thick in risers of steps, skirting dado and pillars laid on 12 mm ( average) thick cement mortar 1:3 ( 1 cement: 3 sand) and jointed with grey cement slurry mixed pigment to match the shade of the slabs i/s rubbing and polishing complete as per direction and best satisfaction of Engineer-in -Charge.

Quantity6.64

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White glazed tiles 6 mm thick in flooring, treads of steps and landing laid on a bed 12 mm thick cement mortar 1:3 ( 1 cement : 3 sand ) and jointed with cement slurry as per direction and best satisfaction of Engineer-in -Charge. (Nitco or equvalent)

Quantity87.78

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Wall painting ( two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/ stone/ plastered wall surface to give an even shade i/c thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth i/c applying for metling the surface within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.

Quantity177.94

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Finishing wall with weather proof exterior grade emulsion of approved design ( Apex ultima ) or its equarlied on undecorated wall surfaces ( two coats ) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc. i/c sand papering smooth complete within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.

Quantity80.59

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Painting two coats ( e/i priming coat ) on new steel and other meatl surfaces with enamel paint to give wn even shade i/c cleaning the surface of dirt, dust and other foreign matter within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) With enamel paint other than white.

Quantity48.06

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P/f vitreous china wash down water closet (European type W.C. pan) with integrl type 'P' or 'S' trap with soil pipe in cement mortar 1:1 (1 cement : 1 sand), seat cover is to be measured and paid for separately.(a) Ordinary Closet as per direction and best satisfaction of Engineer-in -Charge. ( Cera or Perryware or Hindware make)

Quantity2

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P/f vitreous china wash down water closet squatting pan (Indian type W.C. pan) size 580 mm ( Earth work, bed concrete, foot rest and trap to be measured and paid separately).(a) Orissa Pattern as per direction and best satisfaction of Engineer-in -Charge. ( Cera or Perryware or Hindware make)

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P/F PTMT coloured/white high density polythylene/ poly propylene 10 liters capacity ( full flush) European standard control low level flushing cistern with fitting with a pair of low level flushing cistern with fitting with a pair of brackets with fitting such as lead valve with polythene float, with push buttons, couplings for connections with inlet outlet and overflow pipe, 40 mm dia C.P. flush bend i/c cutting holes in walls, and making good the same and connecting the flush bend with cistern and the closet( overflow pipe to be measured and paid separetely as per direction and best satisfaction of Engineer-in -Charge.

Quantity6

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P/f vitreous china wash basin with single hole for pillar tap with cast iron or mild steel brackets, painted white i/c cutting holes and making good the same but e/i fitting as per direction and best satisfaction of Engineer-in -Charge. (a)Flat back 630x450mm ( Cera or Equivalent)

Quantity5

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P/F vitreous china padestal for wash basin complete recessed at the back for the reception of pipes and fittings as per direction and best satisfaction of Engineer-in -Charge. ( Cera Or equivalent)

Quantity5

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P/f plastic seat (solid type) and cover for wash down water closet with C.P. brass hinges and rubber buffers plastic as per direction and best satisfaction of Engineer-in -Charge. (a) White plastic seat and cover

Quantity2

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P/f 32 mm dia C.P. waste for wash basin or sink as per direction and best satisfaction of Engineer-in -Charge.

Quantity5

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P/f 32mm PVC waste pipe for wash basin or sink i/c brass check nut as per direction and best satisfaction of Engineer-in -Charge.

Quantity5

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P/f 600x450mm bevelled edge mirror of superior glass mounted on 6mm thick sheet and fixed to wooden plugs with C.P. brass screws and washers as per direction and best satisfaction of Engineer-in -Charge.

Quantity5

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P/f C.P. brass bib tap with Capstan head 15mm dia ( Nova or Equivalent) as per direction and best satisfaction of Engineer-in -Charge.

Quantity9

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P/f C.P. brass Pillar tap with Capstan head 15mm dia ( Nova or Equivalent) as per direction and best satisfaction of Engineer-in -Charge.

Quantity5

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P/F brass angle valve 15mm dia as per direction and best satisfaction of Engineer-in -Charge.

Quantity11

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P/f to wall ceiling and floor galvanised mild steel tube (medium grade) tube fittings and clamps i/c making good the wall, ceiling and floors as per direction and best satisfaction of Engineer-in -Charge. .(a) 15mm nominal bore (Jindal B class or Equivalent)

Quantity58.7

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(b) 20mm nominal bore as per direction and best satisfaction of Engineer-in -Charge. ( Jindal B class or Equivalent)

Quantity19.5

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© 40 mm nominal bore as per direction and best satisfaction of Engineer-in -Charge.

Quantity15.5

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P/F PVC connection pipe with brass unions:- 300mm length as per direction and best satisfaction of Engineer-in -Charge. :- (i) 15mm nominal bore

Quantity11

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P/F bass full way valve with wheel as per direction and best satisfaction of Engineer-in -Charge. (a) 20 mm nominal bore

Quantity3

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© 40 mm nominal bore

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P/f C.P. brass Towell rail complete with C.P. brass brackets fixed to wooden plugs with C.P. brass as per direction and best satisfaction of Engineer-in -Charge. (i) 750 mmx 20mm

Quantity3

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P/F charomium plated brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. brass screws as per direction and best satisfaction of Engineer-in -Charge.

Quantity8

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Constructing manhole with R.C.C. top slab in 1:2:4 mix in ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) , foundation concrete 1:4 :8 ( 1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) , inside plastering 15mm thick with cement mortar 1:3 ( 1 cement : 3 sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix ( 1 cement : 2 sand : 4 graded stone aggregate of 20mm nominal size ) finished smooth complete i/c curing complete and testing as per direction and best satisfaction of Engineer-in -Charge. (ii) Inside size 800 x 800 mm and 500mm deep i/c R.C.C. top cover of 500 mm internal diameter : (a) With 200 mm thick walls of brick masonry using common burnt clay building bricks in cement mortar 1 : 3 ( 1 cement : 3 sand ).

Quantity2

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P/fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked i/c fixing with approved adhesive etc. complete as per direction and best satisfaction of Engineer-in -Charge. (a) 75 mm dia pipes

Quantity42

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(b) 110 mm dia pipes.

Quantity27

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© 150mm dia pipes.

Quantity9

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P/f PVC floor trap of self cleaning design with grating without vent arm complete i/c cost of cutting and making goods the walls and floor as per direction and best satisfaction of Engineer-in -Charge. (a) 110x75 mm nominal diameter.

Quantity10

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P/f PVC 'P' or 'S' trap for water closet ( squatting pan) ISI marked i/c jointing the trap with the pan and PVC pipe with approved adhesive etc. completeas per direction and best satisfaction of Engineer-in -Charge. - (a) 110 mm nominal diameter.

Quantity2

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P/F on wall face PVC accessories for rain water, waste and ventilating pipes i/c filling the joints with adhesive complete. (a) PVC Plain bend. (i) 110 mm diameter.

Quantity4

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(b) PVC plain shoes plain as per direction and best satisfaction of Engineer-in -Charge. (i) 100 mm diameter

Quantity2

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P/F PVC single equal branch with oval access door, ISI marked insertion rubber washer 3mm thick bolts and nuts complete i/c fixing with adhesive etc. complete. (a) 75mm dia.

Quantity10

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(b) 110 mm dia.

Quantity6

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P/fixing C.P. jet for wash down water closet squatting pan as per direction and best satisfaction of Engineer-in -Charge. ( European type W.C. pan) (M.R.)

Quantity2

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P/fixing on wall face PVC rain water, waste and ventilating pipes ( ISI make of approved make) of working pressure not less than 4.0 kg/sqm i/c filling the joints with approved adhesive complete as per direction and best satisfaction of Engineer-in -Charge. (a) 110 mm dia pipes

Quantity13

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P/f PVC water storage tank of ISI: 12701 marked, G.I. inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement i/c hoisting upto all heights above ground level as per direction and best satisfaction of Engineer-in -Charge. (i) 2000 liters net capacity tank. ( Sintex Double layer )

Quantity2

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P/L cement concrete 1:2:4 (1 cement :2 sand : 4 graded stone aggregate of 20mm nominal size) and curing complete excluding the cost of form work in within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Foundation and plinth.

Quantity2.84

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P/L red sand stone slab flooring 40mm ( average) thick base of cement mortar 1:4 ( 1 cement: 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, i/c rubbing and polishing complete as per direction and best satisfaction of Engineer-in -Charge. (a) 40mm thick.

Quantity24.75

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