IMPROVEMENT AND AUGMENTATIO OF WATER SUPPLY SCHEME RAMPURA ( VIJAYPUR) UNDER JAL JEEVAN MISSION

Amount

Construction of Deep Drilling, Development and stablization of Tube Well by Direct Rotary Method at Rampura (Turn key Basis) 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 bore well as per specofication with Direct Rotary Method using drill bit casting of size as under

Extra beyond 200-300 mtrs

Providing of PEA shaped gravel as per specification and gravel shorn ding during extraction of casing pipes and during development. Note: Providing of gravel feeders arrangement and liner assembly anchoring arrangement using 15 MB-250

Development of tube well by air compressor of adequate capacity not less than 250 cfm for 200 hrs to clear water free of sand and other impurities

Stablization and testing of tube well by using V.T pump set as detailed in the specification.

Fabrication providing/ fitting of steel supporting structure for clamping of tube well housing out of 250 mm ISMB and M.S Plate 10mm thick

Cost of liner assembly 300mm dia

Cost of liner assembly 200mm dia

Cost of liner assembly 200mm dia V- wire screen

Civil Works: (Items Rate) Construction of Pump Room Building at T/WEll site Rampura 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 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)

Dumping and supply of stone in Horizontal on level

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

Reinforcement 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 (1cement : 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

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

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

Providing and fixing glass strips in joints of terrazzo/ cement concfete floors. Glass strips 40 mm wide and 4mm thick

10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 ( 1 cement: 3 fine sand) mixed with 2 % of integral water proofing compound by weight of cement and finishing neat. With machine moulded Common burnt clay (Non modular) brick tiles of class designation 10.0

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.

Painting top of roof with bitumen of approved quality at 17 kg/ 10sqm impregenates with a cost of coarse sand at 60 cudm per 10 sqm including clening the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete with residual type petroleum bitumen of grade VG-10

White washing new work (three or more coats) 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 @ 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.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 15 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 05 km.

Carriage of Brick from klin to site of work by M.T 02 km

Carriage of tiles from klin to site of work by M.T 02 km

Provision of Electric fitting

Provision for Angular stairs

Mechanical Works: Installation of Pumping machinery including voltage stabilizers/ automatic control panel and standby machinery under WSS Rampura (Turn Key Basis)

Electrical Works: Creation of 100 KVA S/stn. Alongwith H.T Line at Rampura (Turn key Basis) Creation of 100 KVA S/stn. (Transformer level-II)

Laying of H.T line on PCC Poles with ACSR conductor

Construction of Compound wall /Boundary wall around the Civil Structure at Rampura (Vijaypur) Length 110 Mtr . (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 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) with 20% boulder

Dumping and supply of stone in Horizontal on level

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 5 km.

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

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

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 20 km.

Carriage of Brick from klin to site of work by M.T 15 km

Providing and fixing of Iron Gate

Pipe Works: at Rampura (Items Rate) Provision for Dismantling interlock tile in lane/ drain, Bituminnous road berms and welding of joints and ancher block (Turn key basis)

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 GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve / flow meter on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.

GI pipe 100mm dia (Medium)

GI pipe 80mm dia (Light)

GI pipe 50mm dia

GI pipe 40mm dia

GI pipe 32mm dia

GI pipe 25mm dia

GI pipe 20mm 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 / installation of household connections (Turn Key Basis)

Providing/ installation of flow meters (Turn key Basis)

Construction of 75000 Glns OHT at Rampura (Turn key Basis) Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 75000 gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" at Rampura under WSS Rampura (Vijaypur) 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-25 design mix concrete)

CH SRISAILAM