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Tender For Construction Of 0.20 Lac And 0.16 Lac Gallons Sr ,0.30 Lac Gallons Sump ,02 No Sluice Valve Chamber ,R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Supply Main Sub Main And Distrib System For Wss Kasana Moha, bijbehara-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of 0.20 Lac And 0.16 Lac Gallons Sr ,0.30 Lac Gallons Sump ,02 No Sluice Valve Chamber ,R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Supply Main Sub Main And Distrib System For Wss Kasana Moha. Submission Date for this Tender is 15-12-2022. Sluice Valve Tenders in bijbehara Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

35067984
Tender For Construction Of 0.20 Lac And 0.16 Lac Gallons Sr ,0.30 Lac Gallons Sump ,02 No Sluice Valve Chamber ,R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Supply Main Sub Main And Distrib System For Wss Kasana Moha
Open Tender
Indian
Jammu And Kashmir
bijbehara
15-12-2022

Tender Details

Construction Of 0.20 Lac And 0.16 Lac Gallons Sr ,0.30 Lac Gallons Sump ,02 No Sluice Valve Chamber ,R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Supply Main Sub Main And Distrib System For Wss Kasana Mohallah Jjm

Key Value

Document Fees
INR 500 /-
EMD
Refer document
Tender Value
INR 1.28 Crore /-

BOQ Items

Name of Work: Construction of0.20 lac and 0.16 lac Gallons SR ,0.30 lac Gallons Sump ,02 No Sluice Valve Chamber ,R Wall ,Chain Linck fencing around Variousstructuresand laying fitting of supply main sub main and distribution system for wss Kasana Mohallah under JJM Advertised Cost Rs 128.08 lacs enit 62 of 2022-23
Sl. No. Item Description
1Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
2All kinds of soil
3Ordinary Rock
4Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed ( 1 meter from cutting edge )
5All kinds of soil
6Providing and laying of dry stone solling tightly hand packed on horizontal levels.
7Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
81:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
91:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
10Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level
111:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
121:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
13Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.
141:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
15Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with
161:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
17Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
18Centering and shuttering including strutting, propping etc. and removal of form work for:
19Foundations, footings, bases of columns etc. for mass concrete.
20Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
21Lintel, beams, plinth beams, girders, bressumers and cantilevers
22Suspended floors, roofs, landings, balconies and access platforms.
23Columns, pillars, piers, abutments, posts and struts.
24Edges of slabs and breaks in floors and walls Under 20 cm wide
25Arches, domes, vaults upto 6 m span
26Extra for arches, domes, vaults exceeding 6 m span
27Extra for shuttering in circular work (20% of respective centering and Shuttering items)
28Foundation
29Walls
30Beams
3112mm Cement plaster finished with a floating coat of neat cement of mix:
321 : 3 ( 1 cement : 3 fine sand)
331 : 4 ( 1 cement : 4 fine sand)
34Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
35Hot rolled deformed bars
36P/ M of water proofing compound to cement concrete @ 1kg/50 kg 0f cement.
37Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
38Structural steel work 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.Welded
39Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm
40Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
41Two or more coats on new work
42Filling available excavtedearth (excld. rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m, & lift upto 1.5 m.
43Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
44Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.
45100 mm dia
46Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.
4715 mmdia. G.I. pipes
4820 mm dia. G.I. pipes
4925 mm dia. G.I. pipes
5040 mm dia. G.I. pipes
5150 mm dia. G.I. pipes
5265 mm dia GI pipe
5380 mm dia GI pipe
54Providing / fixing ofD.I/G.I bends ,Tees, Unions, Elbows, Nipples etc.
55250 mm dia D.I bends/tees
56100 mm dia D.I bends/tees
5780 mm dia Di bends / tees
5880 mm dia G.I bends / tees
5965 mm dia GI bends/ tees
6050 mm dia G.Ibends/ tees
6140 mm dia G.I unions
6250 mm dia unions
6365 mm dia unions
6425 mm dia G.I unions
6520/ 15 mm GI unions
6625/20/ 15 mm tees
6740/25/20 mm elbows
68Providing & fixing 20 mm thick , 600mm wide soffit of fir wood specifications including jam work(1.5" *3" budloo wood) underneath complete Soffit
69Providing & fixing plained eaves boarding 30 0mm * 40mm( nominal size) using 2nd class kail wood eves boarding
70Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick top cover
71Providing and fixing ball bearing for rolling shutters.
72Providing 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.
73Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
74Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete
75Providing and fixing bright finished brass handles with screws etc. complete : 100mm
76Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: 20 mm dia. nominal bore
77Providing 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
78Stainless steel kitchen sink - without drain board 610x510 mm bowl depth 200 mm
79Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm
80Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
81Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
82Providing and fixing PTMT grating of approved quality and colour.125 mm nominal dia with 25mm waste hole
83Providing and fixing 15 mm nominal bore of standard back type C.P. brass close hole basin mixer pillar tap of approved quality and make, weighing not less than 1.970 kg.
84Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings( STANDARD QUALITY OF MAKE PARKO, JAGUAR OR LIKE
85Providing and fixing wash basin with C. I./M.S. brackets, 15mm 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 required White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
86P/F soil, waste and vent pipe 100mm dia.
87Square manholes upto 0.30 sqm clear inner size on plan , upto 0.60m deep, including concrete foundations, brickwork, plaster, forming haunching and half round drains, connecting upto incoming and outgoing pipes and setting frame for cover complete
88Providing and fixing ball valve (brass) of approved quality,High or low pressure, with plastic floats complete 20 mm nominal bore
89Providing and fitting of water geyser of 35 litres capacity of standard make like Havells, Racold or equivalent.
90Providing / Laying / Commissioning of the wiring for each power / Light pointUsing 1-5 sqmm, copper conductor, Multi stranded , 1100 volts, FR, for phase , neutral & earth of 1mm green colour for each point including Testing / Commissioning for all points upto 6 Amp) ( Havels/ Polycab/ RR Cables make)
91P/F and commissioning Ceiling fan( along with regulator) of 1200 sq mm sweep ( Havells / Crompton/ Usha make)
92Providing and installation of LED Bulbs ( 9 Watt) of approved brand like Philips, Syska, Havells or like
93Providing and laying damp-proofCourse 50 mm thickwith cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
94Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
95Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
96Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
97Providing 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 and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood
98Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost ofscrews etc. complete First class Budloo/Fir wood
99Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately).First class kail wood
100Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laidon 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In all colours, shades, except White, Ivory, Fume Red Brown
101Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
102Providing and fixing of SMP coated sheets of green colour comprising 0.50 mm thick class 3 sheets fixed to the suporting structure with 8mm dia GI J/L hooks, GI limpet and bitimunous felt washers, including SMP coated plain ridges valleys etc all included, but excluding cost of supporting structure Plinth Area X 1.40 = 357. 88 X 1.40
103Providing 40x5 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix. ( 1 cement: 3 coarse sand : 6 graded stone 20 mm nominal size).
104Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
105Providing and fixing 12 mm thick flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately) :
106Pointing on brick work or brick flooring with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled/Struck or weathered Pointing
107Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade, one or more coats on old work.
108P/f o fMS flanges to theG I pipe , including cost offlanges, welding charges and L/F charges complete.
109100 mm dia G.I pipe
110By Mechanical Transport including loading, unloading and stacking
111100 mm dia D.I / G.I Pipes ( 45 kms)
112Below 100 mm G.I Pipes ( 45 kms)
113Cement and Steel (60 Kms)
114Cement and Steel (35 Kms)
115Sand, stone aggregate below 40 mm nominal size (50 Kms)
116Stone aggregate 40 mm nominal size and above ( 50 Kms)
117Stone Soling (15 Kms)
118Cement and Steel (10 Kms)
119Sand, stone aggregate below 40 mm nominal size (15 Kms)
120Stone aggregate 40 mm nominal size and above ( 15 Kms)
121Stone Soling (10 Kms)
122Bricks (30Kms)
123By Manual Labour including loading, unloading and stacking
124100 mm dia D.I / G.I Pipes ( 1000 m )
125Below 100 mm G.I Pipes ( 500 m )
126Cement (500 m)
127Steel (500 m)
128Sand, stone aggregate below 40 mm nominal size (500 m )
129Stone aggregate 40 mm nominal size and above ( 500 m )
130Stone Soling (500 m )
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