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Tender For Construction Of 5000 Glns Gsr And Providing And Laying Of Distribution Network Under Wss Makara, akhnoor-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of 5000 Glns Gsr And Providing And Laying Of Distribution Network Under Wss Makara. Submission Date for this Tender is 19-12-2022. Pipe Laying Tenders in akhnoor Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

34697435
Corrigendum : Tender For Construction Of 5000 Glns Gsr And Providing And Laying Of Distribution Network Under Wss Makara
Open Tender
Indian
Jammu And Kashmir
akhnoor
19-12-2022

Tender Details

Construction Of 5000 Glns Gsr And Providing And Laying Of Distribution Network Under Wss Makara

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 16-Nov-2022 C1 Date 24-11-2022
2 26-Nov-2022 C3 Date 07-12-2022
3 08-Dec-2022 C4 Date 19-12-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 13340.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: 1. Construction of 5000 Glns Capacity GSRat Taryoli Mohalla under WSS Makara Phase-II. (NRDWP) 2. Providing and Laying Distribution Network in various Mohallas under WSS Makara Phase-II (NRDWP)
Sl. No. Item Description
1Earth work in excavation by manual means in over areas(Exceeding 30cm and upto 1.5mtr in depth,1.5 mtr in width as well as 10Sqm on plain),including disposal of excavated earth upto 1mtr. from cutting edge, disposed earth to be lebelled and neatly dressed in.All kinds of soil.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level 1:4:8(1 cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) crushed.
3Reinforced cement concrete work in Walls (any thickness),including attached pilasters buttresses plinth and string courses fillets columns pillars piers,abutments post and struts etc. upto floor five level excluding cost of centering shuttering finishing andreinforcement 1:1.5:3(1 cement : 1.5 Coarse sand : 3 graded crushed stone aggregate 20mm nominal size).
4Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering,finishing and reinforcement. All work upto plinth level 1:1.5:3(1 cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size).
5Reinforced cement concrete work in beams suspended floors, roofs having slope upto 15° landing balconies shelves,chajjas,lintels bands plain window sills staircases upto floors five level excluding cost of centering, shuttering, finishing and reinforcement with 1:2:4(1 cement : 2 Coarse sand : 4 graded crushed stone aggregate 20mm nominal size).
6Reinforced cement concrete work in arches,Archribs, domes valults, shells floded plate and roofs having slope more than 15° upto floor five level excluding cost of centering, shuttering finishing and reinforcement with 1:2:4(1 cement : 2 Coarse sand : 4 graded crushed stone aggregate 20mm nominal size).
7Reinforcement for R.C.C work including straightening, cutting, bending, Placing in position and bending all complete thermo mechanically treated bars.
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level 1:3:6(1 cement : 3 Coarse sand : 6 graded stone aggregate 40 mm nominal size) crushed.
9Dumping of stone excluding cost of stones in horizontal (on level )
10Supply of Stones (Boulders Nallah) Nominal Size 225mm
11Centring and shuttering including strutting propping etc. and removal of form for:- Foundations footings base of columns etc. for mass concrete.
12Lintels, beams, plinth beams girders, bressumers and cantilevers
13Extra for shuttering in circular works (20% of item (11.20)
14Arches, Dome, Valuts, upto 6m span
15Wall (any thickness) including attached pilasters buttresses, plinth and string course etc.
16Extra for shuttering in circular works (20% of item 11.50)
17Providing and fixing1mm thick M.S. steel door with frame of 40×40×6 mm angle iron and 3mm M.S. guest plates at the junction and corners all necessary fittings complete including applying a primary coat of approved steel primer using square and central cross piece flats 30×6mm for diagonal braces.
1812 mm cement plaster of mix 1:4 (1cement : 4 coarse sand)
19Extra for plastering on circular work not exceeding 6 m radius ( in one coat)
20Extra for providing and mixing water proofing material in cement concrete work at @ 1Kg per 50 kg of cement.
21Providing (during concreting) GP sheet strip water seal 1.25mm nominal thick at construction joints, including joints of ends so as toform a continuous barrier strip area (excluding laps to be measured)
22Cement concrete flooring 1:2:4 (1cement: 2 Coarse Sand: 4 Graded Stone aggregate) finished with a floating coat of neat cement including cement slurry but excluding the cost of noising of steps etc complete 50mm with 20mm nominal size stone aggregate crushed
23Providing and fixing of plane bend of required degree 100mm dia sand cost iron S&S as per IS: 1729
24Steel work welded in built of sections/framed work including cutting, hoisting, fixing and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, framed, guard bar, ladders, railings, brackets, gates and similar works.
25Providing and fixing of G.I pipes complete with G.I fitting excluding trenches and re filling etc (external work) 80mm Dia medium
26Finishing walls with water proofing cement paint of required shade New Work (Two or more coats) applied @ 3.84 Kg/10sqm
27Carriage of material by Mechanical Transport incl. Loading, Unloading and Stacking Complete. Sand average distance 35 Km by MT and 200mtr by Head Load
28Stone aggregate below 20 mm nominal size average distance 35 Km by MT and 200mtr by Head Load
29Soiling Stones (Boulder)distance 15Km by MT and 200mtr by Head Load
30Earth work in excavation by manual means in over areas(Exceeding 30cm and upto 1.5mtr in depth,1.5 mtr in width as well as 10Sqm on plain),including disposal of excavated earth upto 1mtr. from cutting edge, disposed earth to be lebelled and neatly dressed in.All kinds of soil.
31Providing and fixing of GI pipes complete with G.I fittings/pipe specials as per site requirement including sockets, bends, elbows, gate valves, sluice valves, non return valves, handling of all types of carriages of material to the site of work interconnection at tapping point and delivery point with existing system etc. (Complete rate to be quoted by the contractor) excluding trenches and refilling. GI pipe 50mm dia nominal bore (Medium)
32GI pipe 40mm dia nominal bore (Medium)
33GI pipe 32mm dia nominal bore (Medium)
34GI pipe 25mm dia nominal bore (Medium)
35GI pipe 20mm dia nominal bore (Medium)
36GI pipe 15mm dia nominal bore (Medium)
37Re-filling avaiable excavated earth (excluding rock) in trenches, plinth, side of foundation etc in layers not exceeding 20cm in depth
38Welding by electric plant including transportation of electric welding plant at site etc (Complete)
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