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Tender For Upgrading Distribution System And Construction Of 50,000 Glns Capacity Sump Tank Additional Tube Well At Peerkho For Jullaka Mohalla Under Ward No.2 1. Construction Of Tube Well Cum Pump Room Building. (Ist Time), jammu-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Upgrading Distribution System And Construction Of 50,000 Glns Capacity Sump Tank Additional Tube Well At Peerkho For Jullaka Mohalla Under Ward No.2 1. Construction Of Tube Well Cum Pump Room Building. (Ist Time). Submission Date for this Tender is 03-12-2022. Tube Well Tenders in jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

34983791
Tender For Upgrading Distribution System And Construction Of 50,000 Glns Capacity Sump Tank Additional Tube Well At Peerkho For Jullaka Mohalla Under Ward No.2 1. Construction Of Tube Well Cum Pump Room Building. (Ist Time)
Open Tender
Indian
Jammu And Kashmir
jammu
03-12-2022

Tender Details

Upgrading Distribution System And Construction Of 50, 000 Glns Capacity Sump Tank Additional Tube Well At Peerkho For Jullaka Mohalla Under Ward No.2 1. Construction Of Tube Well Cum Pump Room Building. ( Ist Time )

Key Value

Document Fees
INR 500 /-
EMD
Refer document
Tender Value
INR 8.44 Lakhs /-

BOQ Items

Name of Work:- Upgradingdistribution system and Construction of 50,000 glns capacity Sump Tank additional Tube Well at Peerkho for Jullaka Mohalla Under Ward no.2 . 1. Construction of Tube Well cum Pump Room Building.
Sl. No. Item Description
1Earthwork in execavation 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 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in (All kinds of soil)
2Providing 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)
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4Dumping stone excluding cost of stones. in Horizontal on level
5Supply of Stones
6Reinforced 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 with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
7Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
8Brick 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)
9Extra forBrick masonry in superstructure above plinth level upto floor V level. s
10Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete
11Centering and shuttering including strutting, propping etc. and removal of form for: Shelves (cast-in-situ)
12Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
13Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide
14Centering and shuttering including strutting, propping etc. and removal of form for: Weather shades, chajjas, corbels etc. including edges.
15Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding
16Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars
17Cement 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. 40 mm thick with 20mm nominal size stone aggregate.
186 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
1915mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 (1 cement : 4fine sand)
20Providing 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 primer. Using M.S. angles 40x40x6mm for diagonal braces
21Structural 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
22Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth,lead upto 50 mtr. and lift upto 1.5mtr.
23White washing with lime to give an even shade on New Work (three or more coats
24Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
25Providing and fixing strips in joints of terrazzo/ cement concrete floors.40 mm wide and 6 mm thick
26Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase
27Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture
28Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
29Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete
30Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 diameter
31CARRIAGE OF MATERIALSBy Mechanical Transport including loading, unloading and stacking average 8 km (a) Sand
32(b) stone aggregate below 40 mm nominal size
33(c ) Brick
34Soiling Stone average distance of 10 km by mech. Transport
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