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Tender For Laying And Fitting Including Successful Testing And Commissioning Of 0.15 Lac Gallons Sr, Sluice Chamber, Sump Cum Pump House At Bore Well Site, Anchor Blocks, Chain Link Fencing, Land Development For Wss. S.K. Bala Under Jjm, sopore-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Laying And Fitting Including Successful Testing And Commissioning Of 0.15 Lac Gallons Sr, Sluice Chamber, Sump Cum Pump House At Bore Well Site, Anchor Blocks, Chain Link Fencing, Land Development For Wss. S.K. Bala Under Jjm. Submission Date for this Tender is 03-04-2023. Pump Supply Tenders in sopore Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

37000866
Tender For Laying And Fitting Including Successful Testing And Commissioning Of 0.15 Lac Gallons Sr, Sluice Chamber, Sump Cum Pump House At Bore Well Site, Anchor Blocks, Chain Link Fencing, Land Development For Wss. S.K. Bala Under Jjm
Open Tender
Indian
Jammu And Kashmir
sopore
03-04-2023

Tender Details

Laying And Fitting Including Successful Testing And Commissioning Of 0.15 Lac Gallons Sr, Sluice Chamber, Sump Cum Pump House At Bore Well Site, Anchor Blocks, Chain Link Fencing, Land Development For Wss. S.K. Bala Under Jjm

Key Value

Document Fees
INR 500 /-
EMD
INR 193240.0 /-
Tender Value
INR 96.62 Lakhs /-

BOQ Items

Name of Work: Laying and fitting including successful testing and commissioning of 0.15 lac gallonsS.R, Sluice Chamber, Sump Cum Pump House at Bore Well site,Anchor blocks,Chain link fencing, Land development for W.S.Scheme S.K Bala under JJM
Sl. No. Item Description
1Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc not exceeding 1.5mtr in width and for shafts wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr. All kinds of soil
2Earth work in excavation by mech. means over areas ( exceeding 30cms and upto 1.5 mtr in width as well as 10sqm in plan ) including disposal of excavated earth upto 50 mtr . For cutting edge , disposal earth to be levelled and neatly dressed all kinds of soil
3Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil
4Earth work in bulk excavation by mannual means over areas (exceeding 30cm and upto 1.5m in depth and width as well as 10 Sqm in Plan) including disposal of excavated earth upto 1m cutting edge, disposed earth to be levelled and neatly dressedOrdinary Rock
5Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil
6Providing and laying of dry Stone soling in horizontal on level.
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
8Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m
9Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
10Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
11Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.
12Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
13Extra for circular work for shuttering:
14Foundation
15Walls
16Lintels/Beams
17Suspended Floors
18dome
19Extra for domesexceeding 6.0m span
20Columns
21Reinforced 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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
22Reinforced cement concrete work in arches, arch ribs, 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
23Providing 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
24Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level
25Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
26Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars
27Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level 1:2:4 ( 1 cement : 2coarse sand : 4 graded stone aggregate 40mm nominal size
2812mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)
29Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement
30Providing 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): using First class kail wood:
31Providing 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, Using First class kail wood 35mm Thick.
32Providing and fixing panelling or panelling and glazing in panelled or paneled 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 40mm thick.
33Float glass panes of 4 mm thick glass pane (weighing not less than 10 kg/sqm) for exterior Window Shutters
34Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading
35Supply and fixing rolling shutters of approved make, make of required size MS 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 or pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade no. 2 and MS top cover ofg required thickness for rolling shutters 80x1.25mm MS laths with 1.25mm thick top cover. (1.50x2.10)
36Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
37Applying priming coat:With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
38Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ liter
39Painting ofwood work with synthetic enamel paint of approved brand and manufacture ( Two or more coats)
40Structural 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.
41Brick 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)
42Providing 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-in charge. 16.25.1 Made of G.I. wire of dia 4 mm
43Structural 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)
44Applying primer coat with ready mixed red oxide zinc chromate primer on steel works
45Finishing 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
46Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
47P/F of Iron clamps fixed to 30cm long bolts using necessary nuts and bolts. The job includes fixing of 30cm long bolts in the concrete work and fixing of clamps with necessary nuts/bolts with all carriages . Complete job
48Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 100mm dia G.I
49Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 80mm dia G.I
50Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 65mm dia G.I
51Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 50mm dia G.I
52Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 40mm dia G.I
53Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 25mm dia G.I
54Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 20mm dia G.I
55Laying and fitting of G.I pipes complete excluding cost of pipes and earth work: 15mm dia G.I
56P/F Of 10mm thick MS Flanges To 100mm Dia GI Pipe at necessary Spots Including cost of flanges, nuts, bolts, washer, welding charges, cutting of threaded portion, all sorts of carriages and including the deduction of cost of the threaded portion and excluding laying of pipe in pipe trenches. 100mm dia
57Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete. Below 40 mm nominal bore
58Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete.Above 40 mm nominal bore
59Filling 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 upto 50 m and lift upto 1.5 m.
60Provision for providing and fixing of steel cover fitted over angle frame of size 1.2m x 1.2m in slab of chamber, S.R and providing and fixing of steel ladder inside and outside of S.R (to be paid as per actual)
61Making connections of S.R with Raw Water Main and distribution and providing over flow connection and back wash connection. The job includes insertion of 100mm dia pipe in the chamber at the time of concreting stage for connections for RWM, distribution mains over flow and back wash.
62Providing and fixing C.I Sluice valve of standard quality ISI mark reputed make, havey dutyincld. cost of flanges nuts, bolts tail pieces and all other fittings complete Job. 100mm dia
63Providing and fixing C.I Sluice valve of standard quality ISI mark reputed make, havey dutyincld. cost of flanges nuts, bolts tail pieces and all other fittings complete Job. 80mm dia
64Providing and fixing C.I Sluice valve of standard quality ISI mark reputed make, havey dutyincld. cost of flanges nuts, bolts tail pieces and all other fittings complete Job. 65mm dia
65Providing, fixing and installation of exhust fan of standard qulity ISI make ofreputed company 250mm x250mm complete job
66Electrification of pump House by providingfixing/ fittings wire switches, channels, boxes ,Boards, MCP etc. of standard qualities ISI mark etc (complete job)
67i) Lighting points
68ii) Heating points
69Carriage ofMaterials by Mechanical transport from different sources to nearest dumping site of work including loading, unloading
70i) Cement & steel/pipes for avg. lead 40kms
71ii) Sand/aggregate for avg. lead 25kms
72iii) Soling for avg. lead 5kms
73iv) Bricksfor avg. lead 70kms
74v) Timberfor avg. lead 25kms
75vi) 100mm dia G.I pipefor avg. lead 35kms
76Carriage ofMaterials by manual labour dumping siteto actual site of work for avg. lead 1500Mtrs
77Cement
78Steel
79Sand/agg.
80Stone soling
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