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Providing Laying fitting of main, sub-main & distribution system to various Mohallas of Marval, Construction of Lavatory Block at Filtration Plant site,Construction of toe wall, Beautification/dressing/levelling of premises at OHT & Filtration plant site , MARVEL-Jammu And Kashmir

Public Health Engineering Department-PHED has published Providing Laying fitting of main, sub-main & distribution system to various Mohallas of Marval, Construction of Lavatory Block at Filtration Plant site,Construction of toe wall, Beautification/dressing/levelling of premises at OHT & Filtration plant site . Submission Date for this Tender is 30-09-2021. Pipe Laying Tenders in MARVEL Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

29274210
Providing Laying fitting of main, sub-main & distribution system to various Mohallas of Marval, Construction of Lavatory Block at Filtration Plant site,Construction of toe wall, Beautification/dressing/levelling of premises at OHT & Filtration plant site
Open Tender
Indian
Jammu And Kashmir
MARVEL
30-09-2021

Tender Details

Providing Laying fitting of main, sub-main & distribution system to various Mohallas of Marval, Construction of Lavatory Block at Filtration Plant site,Construction of toe wall, Beautification/dressing/levelling of premises at OHT & Filtration plant site including Repairs/painting to existing fencing,River training works/R wall at off take, Construction of Desludge sump near stage II, including painting of structures,Renovation/repair of Pump operator Quarter at 0.10 MGD RSFPfor WSS Marval (Under Languishing Programme)

Key Value

Document Fees
INR 1100 /-
EMD
Refer document
Tender Value
INR 39.25 Lakhs /-

BOQ Items

Name of Work: P/L/fitting of main, sub-main & distribution system to various Mohallas of Marval, Construction of Lavatory Block at Filtration Plant site,Construction of toe wall, Beautification/dressing/levelling of premises at OHT & Filtration plant site including Repairs/painting to existing fencing,River training works/R wall at off take, Construction of Desludge sump near stage II, including painting of structures,Renovation/repair of Pump operator Quarter at 0.10 MGD RSFPfor WSS Marval (Under Languishing Programme) (As per SSR 2020)(Adv. Cost:39,25,754 )
Sl. No. Item Description
1Earth 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: All kinds of soil (1 meter from cutting edge).
2Earth 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: All kinds of soil (25 meter beyond 1 m from cutting edge)
3Providing 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 40mm nominal size).
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: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
5Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 meters lead : 15.39.1 Upto 10 mm thick
6Providing and fixing decorative high pressure laminated sheet of plain/wood grain in gloss/matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Type S including cost of adhesive of approved quality 1.5mm thick
7Earth work in bulk excavation by mechanical means (hydraulic excavator) 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.All kinds of soil :Ordinary Rock
8Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge: Above 40 mm nominal bore
915 mm to 40 mm nominal bore.
10Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 25mm
1140 MM/50 mm
12Providing/fixing /Laying ofG.l. pipes complete with G.l. fittings, including providing fixing of 10 mm thick MS Flanges to GI pipe including cutting of threaded portion, welding, cost of nuts, bolts and washers with testing after completion of work and all carriages complete. 100 mm dia
13150 mm
1480 mm dia
15Providing and fixing G.I. pipes (Light)complete including cost of pipes and pipe fittings such as tees, bends, sockets, unions, R-sockets, nipples of reputed manufactures like Jindal, Surya, Prakash, Tata etc complete of followingnominal bore. The cost includes all carriages, leads,lifts, handling and re-handling charges following with G.I. fittings excluding trenching and refilling etc. (external work). Light 100 mm dia G.I (Light Class-A)
1640 mm dia GI Pipes (Light A-Class )
1725 mm dia GI Pipes (Light A-Class )
18Providing 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
19Renewing glass panes, with wooden fillets wherever necessary : 14.7.1 Float glass panes of thickness 4.0 mm (weight not less than 10kg/sqm)
20Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
21Providing & fixing of MS Flanges to GI pipe including cutting of threaded portion, welding, cost of nuts, bolts and washers with testing after completion of work including all carriages complete for: 80 mm dia
22100 mm
23150 mm
24Making 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 25 to 40 mm nominal bore
2550 to 80 mm nominal bore
26Filling 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.
27100 mm dia sluice valve of reputed makewith IS Mark incld. All carriages ecomplete Job ( To be paid as per the directions of Engineer Incharge)
2880 mm dia
29Engangement of welder for welding of damaged spots incld. Making grid of new system with old existing system incld cost of welder ,generator vehicle carrying the equipment with driver full
30Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work
31Reinforced 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)
32Earth 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. All kinds of soil.
33Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materialAll kinds of soil :
34Providing and laying of stone soling(dully hand packed) on horizontal level.
35Supply and fixing of sluice valves of reputed make, heavy dutyPN 1.4 rating. This item also including rubber washer, nuts, bolts, all type of carriage, welding charge if required (complete job) 200 dia
36150 mm dia
37Providing 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)
38Providing 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)
39Reinforced 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)
40Providing 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, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
41Providing 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 40mm nominal size).
42Steel 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.
43Dry stone pitching, 225mm thick, including cost of stones and preparation of surface.Quarry stone
44Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing
45Centering, shuttering including strutting, propping etc and removal of form for: Foundation, footings, bases of columns etc. for mass concrete.
46Centering, shuttering including strutting, propping etc and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers with waterproofing ply 12 mm thick
47Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
48Lintel, beams, plinth beams, girders, bressumers and cantilevers.
49Suspended floors, roofs, landings, balconies and access platform with waterproofing ply 12 mm thick
50Suspended floors, roofs, landings, balconies, and access platform.
51Edges of slabs and breaks in floors and walls. Under 20cms wide
52Cement 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.50 mm thick with 20mm nominal size stone aggregate.
5312mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 (1 cement : 3 fine sand)
54Providing 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 35mm
55Brick 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)
56Providing 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 35mm
57Providing 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. First class kail wood
58Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
59Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position : Budloo
60Structural 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
61Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
6212mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 (1 cement : 4 fine sand)
6312mm Cement plaster of mix: 1 : 4 (1 cement : 4 fine sand)
64Providing 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. .50 mm thick with zinc coating not less than 275 gram/m2
65Painting on G.S sheets with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
66Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S Flat 15x3 mm and nuts and bolts complete. 10.29.1 Galvanized M.S wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
67Excavating, 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.
68Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
69Providing 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.
70Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china W.C. pan of size 580x440 mm withintegral type foot rests.
71Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
72Providing 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
73Distempering 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
74Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
75Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
76Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
77Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc: Cement, and Steel for an average lead of 15 km
78Cement, and Steel for an average lead of 25 km
79Cement , Steel 10 km
80Sand for an average lead of 15 km.
81Sand for an average lead of25 km.
82Sand 10 km
83Sand for an average lead of 08 km.
8440mm aggaverage lead of 15km.
8540mm aggaverage lead of 25km.
8640mm aggaverage lead of 10km.
87Stone Soling for an average lead of 15 km.
88Stone Soling for an average lead of 10 km.
89stones/Stone Soling for an average lead of 25 km.
90Bricks 15 km lead
91carriage of Earthbeyond 05 km upto 10 km
92Extra Carriage of different materials from dumping site to actual site of work by Manually including loading, unloading, stacking etc. for an average lead of200 mtr. Cement
93Steel
94Sand/Stone Aggregate
9540 mm agg
96Stone Soling
97P/F of PVC sanitary fittingswith all accessiories of reputed companY with all accessioriesc. job (to be paid as per actual )
98P/F of sludge pump with solid handling capacity of minimum 65 mm station type, open impeller type capabile to deliver sludge @ 7000 glns per hour at 12.00 mtr head of reputed make
99P/FHeating points of 2.5 sq mm cable, cable,with all accessiories c.job of any other reputed make )
100P/Flighting points of 1.5 sq mm cable,all accessiories c.job (ofany other reputed make )
101Casing of wimdow shutters by way of taking down shutters & refitting in position in proper way after smoothing with plane incld supply of hinges, screws etc complete
102P/F of plumbing & electrition items of reputed make with ISI mark& iron grills towindows of thequarter complete job (To be paid as per actual)
103P/F of different pipe specials required at site of reputed make (To be paid as per Actual)
104P/L in position 1000 mm dia, 300 mm in depth precast cement concrete rings for sludge/waste water including earthwork, carriage, loadind, unloading C.Job
105P/F pf 75 mm dia PVC pipe for weep holes complete up site of work
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