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Tender For Construction Of Sump Cum Pump House With Intake Channel Stage 1St For Retrofitting To W.S. Scheme Najin Gadkhud Under Jjm, sopore-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of Sump Cum Pump House With Intake Channel Stage 1St For Retrofitting To W.S. Scheme Najin Gadkhud Under Jjm. Submission Date for this Tender is 09-05-2023. Sump Tenders in sopore Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

37193756
Corrigendum : Tender For Construction Of Sump Cum Pump House With Intake Channel Stage 1St For Retrofitting To W.S. Scheme Najin Gadkhud Under Jjm
Open Tender
Indian
Jammu And Kashmir
sopore
09-05-2023

Tender Details

Construction Of Sump Cum Pump House With Intake Channel Stage 1St For Retrofitting To W.S. Scheme Najin Gadkhud Under Jjm

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 19-Apr-2023 date extension to enit 05 Date 25-04-2023
2 26-Apr-2023 date extension to 05 Date 02-05-2023
3 03-May-2023 date extension to ENIT 05 Date 09-05-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 69000.0 /-
Tender Value
INR 34.50 Lakhs /-

BOQ Items

Name of Work: Construction of Sump Cum Pump House with Intake Channel stage Ist for retrofitting to W.S.Scheme Najin Gadkhud under JJM
Sl. No. Item Description
1Earth work in excavation by manual means over areas (exceeding 30cm and up[to 1.5mtr in depth, 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth upto 1mtr from cutting edge disposal earth to be leveled and neatly dressed .All kinds of soil
2Extra for every additional lift upto 1.5mtrs
3Providing and laying of dry stone soling hand packed on level
4Providing 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)
5Providing 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
6Providing 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
7Providing 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
8Reinforced 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)
9Supply, Fabrication, Fixing in position Mild Steel Edge Cutter with mild steel anchorage including welding and making position for fixing of reinforcement of wall as per approved drawings and technical specifications and as per instructions of Site Engineer Incharge incld. all carriages and cost complete.
10Sinking of well through all types of sink complete as per drawings and all technical specification having inner dia of 5.50m by way of making of platform overhead wall, with loading, unloading of sand filled EC bags for required number of castings and engagement of skilled with sinking depth as per site conditions and removal of platform as per directions of site Engineer Incharge incld. all carriages.
11Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone 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.
12Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
13Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
14Centering and shuttering including straightening propping etc, and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms
15Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
16Centering and shuttering including straightening propping etc, and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
17Extra for Shuttring in circular works: For walls
18Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
19Structural 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
20Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2
21Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2
22Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4( 1 cement : 4 coarse sand)
23Extra for brick work in super structure above plinth level upto floor V level. (by manual level)
2415mm thick cement plaster finished without floating coat of neat cement of mix 1: 4 mix (1 cement : 6 fine Sand).
25Providing 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
26Providing 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. 35mm First class kail wood
27Providing 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 40mm thick. First Class kail wood
28Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. First class kail wood
29Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. With Galvanized M.S. Wire gauge with wire of dia 0.63 mm With 2nd class teak wood beading 62x19 mm
30Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete
31Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
32Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
33Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
34Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
35Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: 15 mm dia. nominal bore (B Medium)
36Providing 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 (B Medium)
37Providing 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
38Providing & 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.Long pattern W.C Pan of size 580x440 mm
39Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931
40Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
41Providing 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.
42Providing and fixing C.P brass nipples for bib cock, basin mixer, flushing cistern and gyser points etc. 15mm nominal bore (50mm)
43Providing and fixing C.P brass circular towel rod with all fittings and fixtures complete job
44Providing and fixing P.V.C tubes of approved quality
45Providing & fixing on Terrace ( at all floor levels) polyetheline water storage tank ISI 12701 marked indicating the BIS license no. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank (Sintex, Electroplast, Star,Lotus or equivalent having valid ISI license.
46Providing fixing installation of approved quality venus, Recorld, Parco, Jugwar) ISI mark Greaser 50 lirters capacity inclding all accories requried complete Job
47Providing, fixing and installtion of exhust fan of standard quality ISI make of reputed company 250mmx250mm complete job
48Electrification of Pum House by providing, fixing/fittings wire switches, channels, boxes, boards, MCP etc of standard qualities ISI mark etc (complete job) Lightening points
49Electrification of Pum House by providing, fixing/ fittings wire switches, channels, boxes, boards, MCP etc of standard qualities ISI mark etc (complete job) Heating points
50Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
51Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
52Providing and filling of E.C Bags with sand/earth including cost of E.C Bags, earth, Sand all carriages, cost etc and including laying in position to acts as copper dam/spur/diversion, as per site requirements and directions of site Engineer.
53Dismantling of ring bund/push bund/spur bund, close timbering and clearance of mud silt after construction of Intake channel complete job as per directions of site Engineer incharge at site.
54Handpacking stones in wire crates, including cost of stones and excluding crates
55Supplying 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-1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
56Pumping out water from trenches during execution/ construction of Intake channel by way of motors total pumping
57Carriage of materials by mechanical transport including loading, unloading and stacking of materials. Cement/Steel for avg. lead 35 kms
58Carriage of materials by mechanical transport including loading, unloading and stacking of materials.Sand for avg. lead 22 kms
59Carriage of materials by mechanical transport including loading, unloading and stacking of materials. Stone soling for avg. lead 22 kms
60Carriage of materials by mechanical transport including loading, unloading and stacking of materials. Stone agg. (40mm) for avg. lead 22 kms
61Carriage of materials by mechanical transport including loading, unloading and stacking of materials. Stone agg. (20mm) for avg. lead 22 kms
62Carriage of materials by mechanical transport including loading, unloading and stacking of materials. Bricks for avg. lead 25 kms
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