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Tender For Construction Testing And Commissioning Of 03 Nos. Storage Tank, 02 Nos. Sed. Tank, Rcc Gsr 01 No. 5000Gln Cap., 01 No. 3000Gln Cap. And Providing Laying And Fixing Of Gi/Hdpe Pipes In Sub Main And D/Systems Of Wss Ludna Under Nrdwp/Jjm (Jkssr, doda-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Testing And Commissioning Of 03 Nos. Storage Tank, 02 Nos. Sed. Tank, Rcc Gsr 01 No. 5000Gln Cap., 01 No. 3000Gln Cap. And Providing Laying And Fixing Of Gi/Hdpe Pipes In Sub Main And D/Systems Of Wss Ludna Under Nrdwp/Jjm (Jkssr. Submission Date for this Tender is 09-06-2023. Tanks and Cylinders Tenders in doda Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

37869828
Corrigendum : Tender For Construction Testing And Commissioning Of 03 Nos. Storage Tank, 02 Nos. Sed. Tank, Rcc Gsr 01 No. 5000Gln Cap., 01 No. 3000Gln Cap. And Providing Laying And Fixing Of Gi/Hdpe Pipes In Sub Main And D/Systems Of Wss Ludna Under Nrdwp/Jjm (Jkssr
Open Tender
Indian
Jammu And Kashmir
doda
09-06-2023

Tender Details

Tender For Construction Testing And Commissioning Of 03 Nos. Storage Tank, 02 Nos. Sed. Tank, Rcc Gsr 01 No. 5000Gln Cap., 01 No. 3000Gln Cap. And Providing Laying And Fixing Of Gi / Hdpe Pipes In Sub Main And D / Systems Of Wss Ludna Under Nrdwp / Jjm ( Jkssr 2012 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Jun-2023 Date xt. Date 09-06-2023

Key Value

Document Fees
INR 1000 /-
EMD
INR 149850.0 /-
Tender Value
INR 49.95 Lakhs /-

BOQ Items

Name of Work: Construction, Testing and Commissioning of 03 Nos. Storage Tank, 02 Nos. Sedimentation Tank, RCC GSR 01 No. 5000 Gallon Cap., 01 No. 3000 Gallon Cap. and ProvidingLaying and fixing of GI/HDPE Pipes in Sub Main and Distribution Systems of WSS Ludna under NRDWP/JJM (JKSSR 2012)
Sl. No. Item Description
1Earth work in excavation by manual means in 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% odrinary rock.
2Providing & 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.
3Providing & 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. 40mm nominal size.
4Providing 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)
5Providing 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)
6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size).
7Providing & 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) .
8Reinforced 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 (1cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
9Reinforcement 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 graded concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
10Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth levelTMT bars.Fe 500.
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 50 mm thick with 20mm nominal size stone aggregate.
12Centring and shuttering including strutting, propping etc.and removal of form work for foundation, footings, bares of column etc. for mass concrete.
13Centring and shuttering including strutting, propping etc.and removal of form work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses.
14Centring and shuttering including strutting, propping etc.and removal of form work for suspended floor landings roofs balconies and access platform.
15Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers.
16Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span.
17Extra for arches, domes, vaults exceeding 6 m span.
18Centring and shuttering including strutting, propping etc.and removal of form work for edges of slabs and breaks in floors and walls (under 20cm wide).
1912mm Cement plaster finished with a floating coat of neat cement of mix: 1:3( 1 cement : 3 coarse sand) including curing.
2012mm Cement plaster of cement of mix: 1:4 ( 1 cement : 4 coarse sand) including curing.
21Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement.
22supply of main hole Cover L.D. Rectangular 455x610mm with frame
23Dry random rubble masonry with hard stone in foundation and plinth without bond stone.
24Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm.
25Labour Engage for fixing of wash outlet inlet pipes etc. a) Fitter
26Labour Engage for fixing of wash outlet inlet pipes etc. b) Mazdoor.
27Supply and fixing of GI Bend 50mmdia for air exhaust for reservoir.
28Filling 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.
29Providing and fixing G.l. pipes complete with G.l. fittings excluding cost of trenching and refilling etc. (external work) 15 mm dia.( Medium)
30Providing and fixing G.l. pipes complete with G.l. fittings excluding cost of trenching and refilling etc. (external work) 50 mm dia. ( Medium)
31Providing and fixing HDPE pipe excludingcost trenching and refilling etc. (external work) 40 mm dia.
32Providing and fixing HDPE pipe excludingcost trenching and refilling etc. (external work) 63 mm dia.
33Providing and fixing G.l. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15 mm nominal bore.
34Providing and fixing G.l. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25 mm nominal bore.
35Providing and fixing G.l. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 32 mm nominal bore.
36Providing and fixing G.l. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 40 mm nominal bore.
37Providing and fixing G.l. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 50 mm nominal bore.
38Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm nominal bore.
39Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm nominal bore.
40Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm nominal bore.
41Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore.
42Making 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.
43Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia.
44Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
45Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
46Carriage ofGI Pipesfrom SIDCO Compex Jammu by Mechanical Transport including loading unloading & stacking to site of work including cost for loading ,unloading& stackingaveragedistance ofAverage 210 km
47Carriage 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 ofAverage0.50 Km.
48Carriage ofHDPE Pipesfrom SIDCO Compex Jammu by Mechanical Transport including loading unloading & stacking to site of work including cost for loading ,unloading& stackingaveragedistance ofAverage 210 km
49Carriage ofHDPE 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 ofAverage0.50 Km.
50Carriage 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 40 km.
51Carriage 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 1.50 km.
52Carriage 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 1.50 km.
53Carriage 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 40 km.
54Carriage 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 1.50 km.
55Carriage 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 40 km.
56Carriage 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 1.50 km.
57Carriage 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.
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