Balance work of Improvement and Augmentation of Water Supply Scheme Malani under UT Capex Budget (Erstwhile Languishing).

Amount

Construction of 30,000 Glns OHT Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.30 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" under WSS Malani (Languishing) including providing and fixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu at his own cost and nothing extra shall be paid to him for the same ( Using M-30 design mix concrete)

Civil Works: Construction of tube well cum Pump Room building (Items Rate) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soils.

Providing and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering all work upto plith level 1:4:8 mix (1 cement :4 Coarse sand : 8 aggregate 40 mm normal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete

Brick 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)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Reinforced 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 with 1:2.4(1 cement: 2 Coarse sand : 4 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls under 20 cm wide

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Steel 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm 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

Providing 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 promer all complete. Fixed to steel windows by welding

Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:4 (1 cement:4 coarse sand)

15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:6 (1 cement : 6coarse sand)

Cement concrete flooring 1:2:4 (1 cement: 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. 40mm thick with 20mm nominal size stone aggregate

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm 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

Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of Brick from klin to site of work by M.T 20km and by 100 mtr head load

Carriage of cement by M.T. 20 km and 100 mtr head load incl. cost of loading, unloading and stacking

Carriage of steel by M.T. 20 km and 100 mtr head load incl. cost of loading, unloading and stacking

Provision of Electric fitting inculding under ground conduit pipes, wiring , steel boxes and switches for 4 No light poinss(internal) with holder and Led bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line Complete Job.

Construction of Boundary wall around the tube well station (Items Rate) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soils.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Brick 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)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement 4 coarse sand) Parapit

Extra for Half Brick work masonry in superstructure above plinth level upto floor V level

15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:4( 1 cement :4 coarse sand) wall with plinth

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of Brick from klin to site of work by M.T 20km and by 100 mtr head load

Carriage of cement by M.T. 20 km and 100 mtr head load incl. cost of loading, unloading and stacking

Providing and installation of sign board of size 8ft x 6 ft angle iron frame of size 50 x 50 x6 mm PBI sheet of 1.25 mm thickness including painting and writing

Steel 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Pipe Works: Providing , Laying and fitting of Rising main and Distribution system. Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and ramming of bottoms lit upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil

Providing and fixing of GI and HDPE pipes complete with cost of G.I pipes / HDPE pipes/ fittings excluding trenching and refilling etc. (External work)

GI pipe 150mm dia (Medium ) (For mainfold )

GI pipe 80mm dia (Medium)

GI pipe 25mm dia

GI pipe 20mm dia

GI pipe 15mm dia

HDPE pipe 90 mm dia

HDPE pipe 75 mm dia

HDPE pipe 63 mm dia

HDPE pipe 50 mm dia

HDPE pipe 40 mm dia

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 mtrs lead as per directions of Engineer in charge (Bituminous road)

Dismantling the tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead ( for thickness of tiles above 25 mm and upto 40 mm)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing and fixing 80 mm dia C. I. sluice valve/ Check valve as per specifications IS: 14846 for control purpose of different dias including joining material , bolts, nuts , washer, rubber insertions etc.

Welding of joints by electric arc welding including testing and commissioning of joint incl. carriage of set and all other accessories including making arrangement for electric supply / arrangement for generator etc. complete

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 40 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 50 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 65 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 80 mm dia

Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 25mm to 40mm dia.

Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 50mm to 80mm dia.

Providing and installation of household connections (FHTCs)

Mechanical Works (Turn Key Basis): Providing, Installation, testing & commissioning of two nos. submersible pump sets of ISI marked reputed make as per IS 8034 having specifications 4000 GPH x 70 Mtrs. Head along with allied works at newly drilled tube well.

Design, fabrication, installation, testing and commissioning of LT control panel with built in fault analyzer suitable for running 30 HP submersible motor at Tube Well. Providing, installation, testing and commissioning of 50 KVA, 3 phase, copper wound, unbalanced type, oil cooled servo voltage stabilizer with operating voltage of 320-480 Volts and operating frequency of 47-53 Hz conforming to relevant IS codes and IEC guidelines outdoor electrification and earthing

RAKESH KUMAR GUPTA