WATER SUPPLY SCHEME BASSI UNDER JAL JEEVAN MISSION

Amount

Construction of OHT of 0.50 lacs Glns at WSS Bassi under JJM Earth work in bulk excavation by manual means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5m, as directed by Engineer-in-Charge. All kinds of soil.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5m, as directed by Engineer-in-Charge. All kinds of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material in all kinds of soil.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand : graded stone agg. upto 40mm niminal size)

Dry stone pitching (any thickness) excluding cost of stones on horizontal

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand : graded stone agg. upto 20mm niminal size)

Providing and laying in position weigh batched design mix M-30 grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix, but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing , improve workability without impairing strength and durability as per direction of Engineer-in charge.All works upto Plinth level.

Providing and laying in position weigh batched design mix M-30 grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix, but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing , improve workability without impairing strength and durability as per direction of Engineer-in charge. All works above plinth level.

Reinforcement cement concrete work in Arches, arch ribs, domes, vaults shells, folded plate and roofs having slope more than 15° up to floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)

Providing and laying in position weigh batched design mix M-25 grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix, but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing , improve workability without impairing strength and durability as per direction of Engineer-in charge. All works above plinth level.

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

Extra for shuttering in circular works

Centering and shuttering including strutting, propping etc and removal of form work for Columns, pillars,piers, abbutmentstsand struts.

Centering and shuttering including strutting, propping etc and removal of form work for Lintels Beams, plinth beams, girders , bresssumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span.

Extra for arches and domes, vaults exceeding 6 m span

Centering and shuttering including strutting, propping etc and removal of form work for Walls(any thickness) including pilasters, butresses,plinth and string courses etc.

Extra for shuttering in circular works

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

Extra for shuttering in circular works

Centering and shuttering including strutting, propping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide

Extra for Reinforced cement concrete work in super structure above floor 5 level for each four floor or part thereof

Extra for additional height in centering and shuttering for every additional height of 1 meter or part thereof above 3 meter (plan area to be measured)

Stair Slope

Stair Landing

Top Landing

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 up to floor five level

12 mm cement plaster fix with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 coarse sand)

Extra for plastering for Circular Work

12mm thick Cement plaster or rough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand)

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

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 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 flats 30x6mm for diagonal braces and central cross piece.

Providing and fixing G.I. pipes complete 32 mm dia. nominal bore including welding for railing works

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement)

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shades, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints

Supply of stones

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

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

Filling 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 up to 50 m and lift up to 1.5 m.

Supply , installation and commissioning of level transmitter in sump and overhead tanks, Ultrasonic type having range ( 0-8m) with 24-48VDC connections including cabling, conduiting as per technical specifications complete

Providing, Laying, fitting, of pipes in centrifugally cast (spun) Ductile Iron pipe of Class designation K - 9, conforming to IS : 8329 including labour for mechanical joints and cost of jointing material (bolts, nuts, gaskets, washers, rubber insertion etc),including providing and installing DI specials of class K-12 suitable for push-on jointing as per IS : 9523 (with external bitumen coating and internal cement mortar lining).such as puddle pipes, heel bends, bends of any angle, flanged and socketed tees, gap pieces with machined socketed and spigot ends, double flange tapers, flanged gap pieces, tail pieces (one side flanged & other socketed), blind ends with flange etc. with jointing materials complete testing, disinfection and commissioning, complete as per the direction of the Engineer in charge including Providing & fixing CI Double Flanged manually operated Sluice Valve (with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia

Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. The Job also includes writing with black paint on the storage tank depicting capacity and other feature of the OHT

Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters.

Providing and fixing UPVC plain, bends 80mm dia with cowl

Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport (to be identified by Engineer in charge) from Source to site of work including cost for loading and unloading. For an av. distance of 25 KM

Carriage of soling stone by Mechanical Transport from Source (to be identified by engineer in charge) to site of work including cost for loading and unloading. For an av. distance of 10 KM

Carriage of Bricks from Source by Mechanical Transport (to be identified by Engineer in charge) to site of work including cost for loading and unloading. For an av. distance of 05 KM

Carriage of Cement from nearest market by Mechanical Transport (to be identified by Engineer In charge) to site of work including cost for loading and unloading. For an av. distance of 10 KM

Carriage of steel from nearest market by Mechanical Transport (to be identified by Engineer in Charge) to site of work including cost for loading and unloading. For an av. distance of 10 Km

Conducting of Bearing capacity of soil and structural design of the OHT complete along with design calculations and working drawings duly approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu or IIT.

Construction of Compound wall around Tube well station at Bassi (Items Rate) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as directed. (All kind of soil)

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)

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 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 8 km.

Carriage of Brick from klin to site of work by M.T average distance 5 km

Carriage of Cement from nearest market by Mechanical Transport (to be identified by Engineer In charge) to site of work including cost for loading and unloading. For an av. distance of 5 KM

Steel work welded in built up sections for ladders railings,gates etc using structural steel including cutting/hoisting fixing in position including priming coat.

Writing on walls for different components of Water supply scheme and Fabrication, erection, painting and writing of Sign board (Turn key basis)

Civil Works: Construction of 1 No. Pump Room building near tube well under water supply scheme Bassi. (Items Rate) Earth work in bulk excavation by means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil

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)

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 1:1½:3 (1 cement: 1½ Coarse sand : 3 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 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.

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

Steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applied a primer coat of approved steel primer using structural steel etc. as required in grantings frames, guard bars, ladder, railings, brackets, gates and similar works.

Cement plaster (in coarse sand) 15mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)

12mm thick Cement plaster of mix : 1:4 ( 1 cement : 4 coarse sand) ( Ceiling and Projections)

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

White washing with lime to give an even shade

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied

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

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. distance of 25 km

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km

Carriage of Brick from klin to site of work by M.T 05 km

Provision of Electric fitting inculding under ground conduit pipes, wiring , steel boxes and switches for 2 No light points(internal) with holder and Led bulbs and external 2 Nos with halogen/Led lights (external grade) including main line (Complete Job).

Mechanical Works at WSS Bassi: Providing and installation of Submersible pump sets along with standby having specifications of 4000 GPH x 100 mtr head including installation of preventive devices and testing at proposed tube well Bassi kalan including chain pulley of 5.0 Ton capacity . (Complete Job).

Fabrication, providing , installation , testing and commissioning of fully automatic L.T. control panel or submersible motor at tube- well Bassi Kalan with other allied works (Complete Job).

Providing and installation of volatge stablizer along with electro-mechanical accessories at Pump Room near proposed tube- well (Complete Job).

Providing and installation of submersible pump sets along with standby having specifications of 2500 GPH and 100 mtr head including installation of preventive devices and testing at proposed tube well Bassi Kalan old (Complete Job).

Electrical work at tube well station Bassi Creation of 100 KVA electric sub station complete including Laying of H.Tand L.T line on steel tubular poles, with weasel conductor, earthing complete, L A Set, DOF set, link set, LT cables including connection with H.T line complete job.

A) Pipe Works: Providing and fixing of Rising main at spots under WSS Bassi (Items Rate) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

Providing and fixing of G.I. pipes complete with G.I. fitting excluding trenching and refillling etc. ( external work) 80 mm dia (Medium)

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.

Providing and fixing of 80 mm dia C.I Sluice valve / Check valve as per specification (IS: 14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) Complete including testing 1.6 MPa (16 kg/CM2)

Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/ arrangement for Generator etc. Complete

Carriage of G.I pipe from Divisional store by M.T to site of work / dumping place (to be identified by Engineer in charge) including cost for loading and unloading for an av. Distance of 60 km.

B) Pipe Works: Providing and fixing of distribution system at spots under WSS Bassi (Items Rate) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

Providing and laying S&S Centrifugally Cast (Spun) / Ductile iron pipe conforming to IS: 8329

DI pipe 100 mm dia (K-9)

Providing and fixing of G.I. pipes complete with G.I. fitting excluding trenching and refilling etc. ( external work)

GI pipe 100mm dia

GI pipe 80mm dia

GI pipe 65mm dia

GI pipe 50mm dia

GI pipe 40mm dia

GI pipe 15mm 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.

Providing and fixing of Gun metal gate valve with C.I wheel o approved quality as per BIS speciications (screwed end) 40 mm nominal bore

Providing and fixing of Gun metal gate valve with C.I wheel o approved quality as per BIS speciications (screwed end) 50 mm nominal bore

Providing and fixing of Gun metal gate valve with C.I wheel o approved quality as per BIS speciications (screwed end) 65 mm nominal bore

Providing and fixing of 100 mm dia C.I Sluice valve / Check valve as per specification (IS: 14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) Complete including testing 1.6 MPa (16 kg/CM2)

Providing and fixing of 80 mm dia C.I Sluice valve / Check valve as per specification (IS: 14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) Complete including testing 1.6 MPa (16 kg/CM2)

Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/ arrangement for Generator etc. Complete

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 40 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 50mm to 80 mm dia

Providing and fixing Brass bib cock of approved quality 15 mm nominal bore

Providing and fixing Brass ferrule with C.I mouth cover including boring and tapping the main 15 mm nominal boer

Carriage of G.I pipe from Divisional store by M.T to site of work / dumping place (to be identified by Engineer in charge) including cost for loading and unloading for an av. Distance of 60 km.

Dismantling tile work in loors laid in cement mortor incl. stacking material within 50 mtrs and relaying of tile ater laying of pipe as per instructions of site engineer (Complete job)

Dismantling of bitumen course by mech./ manually means and disposal of dismantled material upto lead of 50 mtr and laying of B.T surface with 25 mm thick top layer ater laying of pipe as per instructions of site engineer (Complete job)

Construction of Deep Drilling of tube well by direct Rotary method at Bassi kalan in Vijaypur Consttuency of Samba District Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper leveling for installation of machinery.

Drilling of gravel packed bore hole of 530 mm dia for lowering of liner assembly consisting of blind and strainer pipes of 300 mm dia mtr in all types of strata by drilling to suite requirements and conditions. The work excludes cost of blind pipe and strainer pipe upto the depth of 250 mtrs. a) From GL to 200 mtr. below BGL

b) From 200 M to 225 M BGL

Providing and lowering of liner assembly 300 mm dia . After welding upto the desired length and design approved by the competent authority

Providing of PEA Shaped Gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during drilling and stabilization of tube well.

Development of bore hole by air compressor o adequate capacity to give clear potable water free of sand and impurities.

Stabilization and testing of bore well by way of V.T/Submersible pumpset as per IS code part-I 2800 of 1991 and IS 2800 part-II o 1979 reafirmed with up to date amendments pump set till the clear potable wate having discharge as per specifications is yielded.

Fabrication, providing/ fitting of steel supporting structure for clamping of tube well housing using 2 Nos. parallel ISMB-250 of 5M length each and MS angle 40x40x6mm and MS Plate 10 mm thick with 2 Nos. cement concrete blocks of size 1.00 M x 1.00 M x 1.00 m 1 No. each of both ends.

Cost of slotting of MS Casing pipe 300 mm dia

Redevelopment of tube well at bassi

Redevelopment of tube well. The job includes shifting of air compressor to the site of work along with all accessories. Clearance of site in and around complex, cutting, leveling and dresing of grounds or erecting of tents and stakcing of material after unloading, deployment o air compressor and lowering of air line along with column pipes and redevelopment of tube well by cleaning all the strainers starting from bail plug to top and again from top to bail plug till the availability of sand free water. The job also includes cost of material such as jointing material nuts and bolts, POL etc. Complete job in all respects

Stabilization and yield testing of tube well by using V.T pump of adequate capacity as per specifications till yield of Tube well and draw down of the Tube well is ascertained and til lthe clearance of the sand free water and its discharge at approprate head. Complete job in all respects i.e. clearance of site, leveling and dressing of ground, providing of POL, toll and tackles, flange jointing material, loading/ unloading of materials, toll and tackles and other allied material with V.T/Submersible pump set and stacking properly at Tubewell site. The job includes cost of material and labour charges

JAI HIND ENTERPRISES