}

Tender For Construction Of Sump Cum Pump House With Intake Channel Stage 1St For Retrofitting To W.S. Scheme Shri Hari Karan Gund 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 Shri Hari Karan Gund Under Jjm. Submission Date for this Tender is 18-05-2023. Sump Tenders in sopore Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

37645936
Tender For Construction Of Sump Cum Pump House With Intake Channel Stage 1St For Retrofitting To W.S. Scheme Shri Hari Karan Gund Under Jjm
Open Tender
Indian
Jammu And Kashmir
sopore
18-05-2023

Tender Details

Construction Of Sump Cum Pump House With Intake Channel Stage 1St For Retrofitting To W.S. Scheme Shri Hari Karan Gund Under Jjm

Key Value

Document Fees
INR 500 /-
EMD
INR 78940.0 /-
Tender Value
INR 39.47 Lakhs /-

BOQ Items

Name of Work: Construction of Sump Cum Pump House with Intake Channel stage Ist for retrofitting to W.S.Scheme Shri Hari Karan Gund under JJM
Sl. No. Item Description
1Supply, 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.
2Sinking of well through all types of sink complete as per drawings and all technical specification having inner dia of 6.00m 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.
3Earth work in excavation by manual means over areas (exceeding 30cm and upto 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
4Earth work in excavation by mechanical means over areas (exceeding 30cm and upto 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
5Extra for every additional lift upto 1.5mtrs
6Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.50 m
7Pumping out water from trenches during execution/ construction of Intake channel by way of motors total pumping
8Providing and laying of dry stone soling hand packed on level
9Providing 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)
10Providing 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)
11Reinforced 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)
12Providing 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)
13Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
14Centering 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.
15Centering and shuttering including straightening propping etc, and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
16Centering and shuttering including straightening propping etc, and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms
17Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
18Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide
19Extra for Shuttring in circular works: For Foundation
20Extra for Shuttring in circular works: For walls
21Extra for Shuttring in circular works: For Lintles, beams
22Extra for Shuttring in circular works: Suspended floors
23Reinforcement for RCC work including straightening, cutting ,bending ,binding and placing in position completeT.M.T Bars
24Brick work with common burnt clay F.P.S (non-modualar) bricks of class designation 75 in foundation and plinth in : Cement mortar 1 : 6 mix (1 cement : 6 fine sand)
25Extra for brick work in super structure above plinth level upto floor V level. (by manual level)
2612mm cement plaster of mix 1 : 3 (1 cement : 3 fine sand) with a floating coat of neat cement
27EXTERIOR Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
28Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel prime, Using M.S. angles 40x40x6mm for diagonal braces.
29Steel 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. Chequered plate wherever required, all complete In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
30Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 32mm M.S. tube of 2.60mm thickness
31Providing 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): Second class kail wood:
32Providing 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, Using First class kail wood 35mm Thick.
33Float glass panes of 4 mm thick glass pane (weighing not less than 10 kg/sqm) for exterior
34Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading
35Supplying 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
36Providing 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.
37Dismantling Earthwork In Excavation of Ring Bund/Spur Bund/Push bund
38Filling 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.
39Carriage of materials by mechanical transport including loading, unloading and stacking of materials. Cement/Steel for avg. lead 15 kms
40Carriage of materials by mechanical transport including loading, unloading and stacking of materials.Sand/Agg. for avg. lead 30 kms
41Carriage of materials by mechanical transport including loading, unloading and stacking of materials.agg. 40mm and above for avg. lead 20 kms
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail