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Tender For Construction Of 10 No. I/Tank, 06 No. Sed. Tank, Rcc Gsr 01 No. 20000Gln Cap. 01 No. 15000Gln Cap. 02 No. 10000Gln Cap., 04 No. 5000Gln Cap., Ssfp 01 No. 1000Gph And 02 Nos. 500Gph And Prov. L/F Of Gi Pipe In S/Main And D/Systems Of Wss Hanga , doda-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of 10 No. I/Tank, 06 No. Sed. Tank, Rcc Gsr 01 No. 20000Gln Cap. 01 No. 15000Gln Cap. 02 No. 10000Gln Cap., 04 No. 5000Gln Cap., Ssfp 01 No. 1000Gph And 02 Nos. 500Gph And Prov. L/F Of Gi Pipe In S/Main And D/Systems Of Wss Hanga . Submission Date for this Tender is 03-03-2023. GI Pipe Tenders in doda Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

36444247
Tender For Construction Of 10 No. I/Tank, 06 No. Sed. Tank, Rcc Gsr 01 No. 20000Gln Cap. 01 No. 15000Gln Cap. 02 No. 10000Gln Cap., 04 No. 5000Gln Cap., Ssfp 01 No. 1000Gph And 02 Nos. 500Gph And Prov. L/F Of Gi Pipe In S/Main And D/Systems Of Wss Hanga
Open Tender
Indian
Jammu And Kashmir
doda
03-03-2023

Tender Details

Tender For Construction Of 10 No. I / Tank, 06 No. Sed. Tank, Rcc Gsr 01 No. 20000Gln Cap. 01 No. 15000Gln Cap. 02 No. 10000Gln Cap., 04 No. 5000Gln Cap., Ssfp 01 No. 1000Gph And 02 Nos. 500Gph And Prov. L / F Of Gi Pipe In S / Main And D / Systems Of Wss Hanga U

Key Value

Document Fees
INR 1000 /-
EMD
Refer document
Tender Value
INR 1.37 Crore /-

BOQ Items

Name of Work: Construction of 10 Nos. Inlet Tank, 06 Nos. Sedimentation Tank, RCC GSR 01 No. 20000 Gallon Cap. 01 No. 15000 Gallon Cap. 02 Nos. 10000 Gallon Cap. and 04 Nos. 5000 Gallon Cap., SSFP 01 No. 1000GPH Cap. and 02 Nos. 500GPH Capacity and Providing, Laying Fitting of G.I.Pipes in Sub Main and Distribution Systems of WSS Hanga under NABARD (JKSSR 2012).
Sl. No. Item Description
1Earth work in excavation by manual means in plate form, trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kind of soil.
2Earth work in excavation by manual means in plate form, trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed in 70% all kind of soil 30% ordinary rock.
3Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size.
4Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20mm nominal size). Crushed
5Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggr. 20mm nominal size. Crushed
6Providing 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) crushed.
7Providing 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Nallah.
8Providing 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed.
9Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level. 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
10Reinforced 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)
11Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm) .
12Reinforced 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 with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
13Reinforcement 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 withgraded concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
14Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth levelTMT bars.Fe 500.
15Cement 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 50 mm thick with 20mm nominal size stone aggregate.
16Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete.
17Extra for shuttering in circular work.
18Centring and shuttering including strutting, propping etc.and removal of form work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses.
19Extra for shuttering in circular work.
20Centring and shuttering including strutting, propping etc.and removal of form work for suspended floor landings roofs balconies and access platform.
21Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers.
22Extra for shuttering in circular work.
23Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span.
24Extra for arches, domes, vaults exceeding 6 m span.
25Centring and shuttering including strutting, propping etc.and removal of form work for edges of slabs and breaks in floors and walls (under 20cm wide).
26Steel 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.
2712mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand) .
2812mm Cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 coarse sand) .
2912mm Cement plaster finished cement of mix: 1:4 ( 1 cement : 4 coarse sand) .
30Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement.
31Supply of main hole Cover L.D. Rectangular 455x610mm with frame including fixing.
32Dry random rubble masonry with hard stone in foundation and plinth without bond stone.
33Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm.
34supply of GI bend 80mm dia for air exuhast in resirvior.
35Fitter engage for fixing of pipe for washinlet/ outlet etc.
36Mazdoor engage for fixing of pipe for washinlet/ outlet, filling of filter media etc.
37Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
38Providing Laying and fitting of G.I pipe ( all classes)complete with G.I fittingexcluding the cost ofEarth work & refilling etc 32mm dia.
39Providing Laying and fitting of G.I pipe ( all classes)complete with G.I fittingexcluding the cost ofEarth work & refilling etc 25mm dia.
40Providing Laying and fitting of G.I pipe ( all classes)complete with G.I fittingexcluding the cost ofEarth work & refilling etc 20mm dia.
41Providing and fixing G.I. Union in G.Ipipe including cutting and threading the pipe and making long screws etc. complete (new work) 20 mm nominal bore.
42Providing and fixing G.I. Union in G.Ipipe including cutting and threading the pipe and making long screws etc. complete (new work) 25 mm nominal bore.
43Providing and fixing G.I. Union in G.Ipipe including cutting and threading the pipe and making long screws etc. complete (new work) 32 mm nominal bore.
44Making connection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete25mm to 40mm dia.
45Carriage ofGI Pipesfrom SIDCO Jammu/ Samba by Mechanical Transport to site of work including cost for loading unloading& stacking for an av. distance ofAverage 275 km
46Carriage ofGI Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage03 Km.
47Carriage ofCement & steelby Mechanical Transport including loading unoading & stacking from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 30 km.
48Carriage ofCement by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 03 km.
49Carriage of Steelby Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 03 km..
50Carriage ofSand & stone aggrigate upto 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 50 km.
51Carriage ofSand & stone aggrigate upto 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 03 km.
52Carriage of stone aggrigate above 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 50 km.
53Carriage ofStone aggrigate above 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 03 km.
54Carriage of Stone by Manual means including loading unloading & stacking from source(to be identified by Engineer in charge) to site of work atan average distance of 01 Km.
55Supply of Filter Media sand from Ganderbal of ranging size 6mm to 39mm.
56Carriage offilter media sand upto 39mm nominal sizeby Mechanical Transport including loading unoading & stacking from Ganderbal (To be identified by engineer in charge) to road side of work at an average distance of 300 km.
57Carriage of filter media sand upto 39mm nominal sizeby Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 03 km.
58Carriage of by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 50 km.A)Gravel sand sand upto 3mm to 39mm nominal size
59B)Gravel sand sand upto 40mm to 63mm nominal size
60Carriage of Gravel sand upto 39mm nominal sizeby Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 03 km. A)Gravel sand sand upto 3mm to 39mm nominal size
61B)Gravel sand sand upto 40mm to 63mm nominal size
62Supply of Gravel Sand ranging size 03mm to 39mm & 40mm to 65mm at locan source.
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