Augmentation of water supply scheme Gho-manhasan Town incl. Operation and Maintenance cost of scheme for 05 Years under AMRUT 2.0

Amount

i) Design, Construction ,Testing and Commissioning of RCC 1.00 lac Glns Capacity

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

Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge.

Extra for every additional lift of 1.5m or part there of in excavation/banking excavated or stacked material: All kinds of soil

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm dia class-II

Providing 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)

Carriage of sand & stone aggregate (Crushed) upto 40 mm by Mechanical Transport from source (to be identified by Engineer in charge) to site of work/dumping place including cost for loading , unloading & stacking for an av. distance of Average 20 km

Carriage of cement and steel by Mechanical Transport from source (to be identified by Engineer in charge) to site of work/dumping place including cost for loading , unloading & stacking for an av. distance of Average 20 km

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying 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, improve work ability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying 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, improve work ability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:-Excess/less cement over the specified cement content used is payable/recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC.

Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3(1cement: 1½ coarses and: 3 graded stone aggregate 20 mm nominal size)

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Extra for shuttering in circular works (20%)

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form work for: Shelves (cast-in-situ)

Centering and shuttering including strutting, propping etc. and removal of form work for: Stairs (excluding landings) except spiral stair cases.

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span

Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts

Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts

Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls

Extra for additional height incentering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured). Suspended floors,roofs,landings,beam sand balconies (plan area to be measured)

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, al lnecessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces

Providing and fixing hand rail of approved size by welding etc. to steelladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.

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)

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm)

Providing and laying Double Flanged (Screwed/Welded) Centrifugally (Spun) Ductile Iron Pipes of ClassK-9 conforming to IS:8329. 100 mm dia Ductile Iron Double Flanged

Providing and laying D.I. Specials of Class K-12 suitable fo rmechanical jointing as per IS:9523 Upto 600 mm dia.

Supply,installation and commissioning of level transmitter in sump and over head tans. Ultrasonic type having range (0-8m) with 24-4B VDC connections including cabling conducting as per technical specifications complete

Providing and installation of sign boards ofsize 8ft x 6ft with angle iron frame ofsize 50x 50x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer in Charge. The job includes writing with black paint on the storage tank depicting capacity and other feature of the OHT.

Part-2 :- Providing and laying of 2 No.x100mm dia D.I.Rising mains & Distribution Mains

Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil:

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 150 mm dia Ductile Iron Class K-9 Pipes

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 100 mm dia Ductile Iron Class K-9 Pipes

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 100 mm dia pipes

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 150 mm dia pipes

Providing, laying & fitting of HDPE pipes in trenches 110mm HDPE pipes (PN-12.50)

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 upto 50m and lift upto 1.5m.

Providing and laying D.I. Specials of Class K-12 suitable for push-on jointing as per IS : 9523

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150mm dia class-II

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm dia class-II

Providing & fixing of Non-Return Gun Metal Gate Valves of approved quality 100mm dia

Installatiuon of flow meters 200mm dia/150mm dia

Part - 3 :- Providing and laying of G.I./HDPE Pipes for Distribution System

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil:

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 upto 50m and lift upto 1.5m.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150mm dia class-II

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm dia class-II

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge: 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling of tile work in flooring and roofs laid in cement mortar incl. stacking of serviceable materials within 50 mtr. Lead. For thickness of tiles 10 mm to 25 mm

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore

Providing, laying & fitting of HDPE pipes in trenches 90 mm HDPE pipes (PN-12.50) including cost of fitting,pipes & overheads

Providing, laying & fitting of HDPE pipes in trenches 75 mm HDPE pipes (PN 10) including cost of fitting,pipes & overheads

Providing, laying & fitting of HDPE pipes in trenches 63 mm HDPE pipes including cost of fitting,pipes & overheads

Providing, laying & fitting of HDPE pipes in trenches 50 mm HDPE pipes including cost of fitting,pipes & overheads

Welding, including transportation of plant at site etc. complete. By electric plant

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

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

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

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

Part - 4 :- Installation of household connections (450 Nos.)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil:

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 upto 50m and lift upto 1.5m.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore

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

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

Part - 5 :- Provision for restoration of road surface inc. berm dressings

Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over andincluding 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50 mm thick compacted bed of fine sand,filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

Providing 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)

Providing 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 20 mm nominal size)

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar1:4 (1cement :4 coarse sand). Ordinary cement without any pigment.

Carriage of sand & stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by Engineer in charge) to site of work/dumping place including cost for loading , unloading & stacking for an av. distance of Average 20 km

Carriage of cement and steel by Mechanical Transport from source (to be identified by Engineer in charge) to site of work/dumping place including cost for loading , unloading & stacking for an av. distance of Average 20 km

Part - 6 :- Chain link fencing (03nos. pump room building)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil:

Providing 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)

Providing 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: 1:1½:3 (1 cement: 1½coarse sand: 3 graded stone aggregate 20 mm nominal size)

Carriage of sand & stone aggregate (Crushed) upto 40 mm by Mechanical Transport from source (to be identified by Engineer in charge) to site of work/dumping place including cost for loading , unloading & stacking for an av. distance of Average 20 km

Structural 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

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.

Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

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

Part - 7 :- Repair of civil structures

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate.

Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead

Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for hold fasts,embedding hold fasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size),painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete,including disposal of rubbish to the dumping ground within 50 meters lead: Door chowkhats

Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for hold fasts,embedding hold fasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size),painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete,including disposal of rubbish to the dumping ground within 50 meters lead: Window chowkhats

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on Newwork (two or more coats)over and including priming coat with water thinnable cement primer

Providing and fixing aluminum work for doors,windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixed with dash fastener of required dia.and size including necessary filling up of gaps at junctions i.e,at top, bottom and sides with required EPDM rubber/neoprene gasket felt etc. Aluminum sections shall be smooth,rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing/panelling, C.P.brass/ stainless steel screws,all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) Powder coated aluminum (minimum thickness of powder coated 50 microns)

Providing and fixing aluminum work for doors,windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixed with dash fastener of required dia.and size including necessary filling up of gaps at junctions i.e,at top, bottom and sides with required EPDM rubber/neoprene gasket felt etc. Aluminum sections shall be smooth,rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing/panelling, C.P.brass/ stainless steel screws,all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) Powder coated aluminum (minimum thickness of powder coated 50 microns)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS:12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc.complete as per architectural drawings and directions of engineer-in-charge.

Providing and fixing glazing in aluminum door,window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc.complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminum snap beading shall be paid in basic item.)

Providing and fixing aluminum round shape handle of outer dia 100 mm with SS screws etc.Complete as per direction of Engineer-in-charge

Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colouror shade with necessary screws etc. complete: 100x10mm

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked,with six levers and a pair of anodized (anodic coating not less than grade AC 10 as perIS:1868) aluminum lever handles of approved quality with necessary screws etc.complete.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Part - 8 :- Electro Mechanical Components

Providing, Installation, testing and commissioning of 10000 GPH X 76 Mtr (1 no.) and Providing of 10000 GPH X 76 Mtr (standby-1 no.) as per IS reputed make submersible pump-set along with allied works at T/well Gho Manhasan 1st. (Brief description mentioned in SBD uploaded in tender documents).

Providing, installation, testing and commissioning of 3 Phase 100 KVA manually Operated copper wound oil cooled Voltage stabilizer at Tube well GHO MANHSAN 1st (Brief description mentioned in SBD ' uploaded in tender documents).

Designing, fabrication, installation, testing and commissioning of LT control panel of 415 volt, AC-3 Phase, 50 Hz installed at T/well Gho Manhansan 1st of specifications: (Brief description mentioned in SBD uploaded in tender documents).

Providing fitting of 3 core flat (10 Sq mm submersible cable-100 mtr.) In length to be connected with submersible motor and other end shall be duly connected with panel. The job includes Providing/fitting of 200 A Main Switch and MUG 30 star delta starter (Brief description mentioned in SBD uploaded in tender documents).

Providing and Fitting of new Sluice Valve and Reflex Valve 100 mm dia one No. Each of reputed make confirming to BIS on delivery line of the Column pipe and fitting by fabrication and fitting of flanges, rubber gaskets, nuts, bolts, etc. Complete job includes cost of material and labour charges at site. Providing of 3 ton capacity chain pulley block with chain of 6 mtr. For extraction/lowering of submersible pumpset. The complete job includes cost of material, all taxes and handling charges, etc. (Complete Job). Earthing of the Electro mechanical equipments installed at T/well GHO MANHSAN 1st. (Brief description mentioned in SBD as uploaded in tender documents).

Providing, Installation, testing and commissioning of 10000 GPH X 76 Mtr (1 no.) as per IS reputed make submersible pump-set along with allied works at T/well Gho Manhasan II. (Brief description mentioned in SBD as uploaded in tender documents).

Designing, fabrication, installation, testing and commissioning of LT control panel of 415 volt, AC-3 Phase, 50 Hz installed at T/well Gho Manhansan II of specifications: (Brief description mentioned in SBD as uploaded in tender documents).

Providing fitting of 3 core flat (10 Sq mm submersible cable-100 mtr.) In length to be connected with submersible motor and other end shall be duly connected with panel. Providing/fitting of (120 sq mm 3.5 core aluminium armoured cable 40 mtr in length/as per site requirement for connection of power supply to LT Panel from voltage stabilizer and voltage stabilizer to Main switch of reputed make and conforming to IS standards. The job also includes providing/fitting of 50 sq. mm copper cable 35 mtrs in length and shall be fitted as per site requirement with proper thimbling and tapping etc. Each and every work on the above mentioned job shall be of high workman ship and properly thimbled, taped where required as per site requirements. Earthing of the Electro mechanical equipments installed at T/well GHO MANHSAN II. (Brief description mentioned in SBD as uploaded in tender documents).

Providing, Installation, testing and commissioning of 10000 GPH X 76 Mtr (1 no.) as per IS reputed make submersible pump-set along with allied works at T/well Gho Manhasan III, Earthing of the Electro mechanical equipments installed at T/well GHO MANHSAN III. (Brief description mentioned in SBD as uploaded in tender documents).

PART 9 :Operation and Maintenace Cost of scheme for 5 years (after completion of Defect Liability period) complete in all repects by maintaining all the instruments during warranty period and maintenance period for 5 years with replacement/repair of all damaged or non functioning units /Components incl accessories.

Ist YEAR

2nd YEAR

3rd YEAR

4th YEAR

M/s cee kay Traders (BID ID -2142335)

M/S J.S. Chowdhary and Sons (BID ID -2144104)

Shreejikrupa Project Limited (BID ID -2144120)