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| 1 | Material and labourforEarth work in excavation all kind of Soilby mechanical means (Hydraulic excavator)/ in foundation trenches or drains or sewer line(not exceeding 1.5 m in depth and not exc 1.5mtr width ), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 mas directed by Engineer-in-charge |
| 2 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth and exc 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 3 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 1.5mtr in depth but not exc 3.0mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 4 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 3mtr in depth but not exc 4.50mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 5 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 4.5mtr in depth but not exc 6.0mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 6 | Use and waste of timbering as planking and struting for excavation in Hydraulic excavator means over areas in soil exc 3.00mtr and not exc 7.50mtr deep ,including wales,sewerpipes, struts ,open polling boards, etcas may be necessary and fixing and removal complete all as specified and as directed |
| 7 | Use and waste of timbering as planking and struting for excavation in Hydraulic excavator means over areas in soil exc 3.00mtr and not exc 7.50mtr deep ,including shafts, wells, cesspits, manholes and pier holesetcas may be necessary and fixing and removal complete all as specified and as directed |
| 8 | Material and labourfor DWCPE Pipe (ISI Marked) 150mm dia of Class SN8 , double wall corrugated ,laid in trenches for sewer network , laid on and any depthfixedand jointedwith and including integral socket or coupler and EPDM sealing ring and tested complete all as specifiedin IS 16098 : 2013etc complete all as specified and as directed |
| 9 | Material and labourfor DWCPE Pipe (ISI Marked) 200mm dia of Class SN8 , double wall corrugated ,laid in trenches for sewer network , laid on and any depthfixedand jointedwith and including integral socket or coupler and EPDM sealing ring and tested complete all as specifiedin IS 16098 : 2013etc complete all as specified and as directed |
| 10 | Material and labourfor DWCPE Pipe (ISI Marked) 250mm dia of Class SN8 , double wall corrugated ,laid in trenches for sewer network , laid on and any depthfixedand jointedwith and including integral socket or coupler and EPDM sealing ring and tested complete all as specifiedin IS 16098 : 2013etc complete all as specified and as directed |
| 11 | Material and labourfor DWCPE Pipe (ISI Marked) 300mm dia of Class SN8 , double wall corrugated ,laid in trenches for sewer network/drop manholes , laid on and any depthfixedand jointedwith and including integral socket or coupler and EPDM sealing ring and tested complete all as specifiedin IS 16098 : 2013etc complete all as specified and as directed |
| 12 | Material and labourfor 450mm bore RCC hume pipe with collars class NP3 laid and jointed in CM (1:1)etc complete all as specified and as directed |
| 13 | Material and labourfor 600mm bore RCC hume pipe with collars class NP3 laid and jointed in CM (1:1)etc complete all as specified and as directed |
| 14 | Material and labourfor cement concrete Type B2 1:2:4(40 mm graded stone aggregate) Cement concrete in foundations, filling and mass-concrete etc complete all as specified & as directed |
| 15 | Material and labourfor solid Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4 , type B1 1:2:4 , (using 20mm graded stone aggragte ) etc complete all as specified & as directed |
| 16 | Material and labourfor rendering 12mm thick in cement mortar 1:4 on fair faces of block/brick masonry or concrete surfaces of walls etc complete all as specified & as directed |
| 17 | Material and labourfor rendering 10mm thick in cement mortar 1:4 on fair faces of block/brick masonry or concrete surfaces of walls etc complete all as specified & as directed |
| 18 | Material and labourfor Reinforced cement concrete M-30 (Design Mix)Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likecomplete all as specified & as directed |
| 19 | Material and labourfor Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tracement, including forms, moulds, mitred/stopped ends etccomplete all as specified & as directed |
| 20 | Supply and fixingCast iron work grade FG 150, unmachined, in articles not exc 5 kg each like as brackets,gullytraps, gratings, railing, frames, manhole covers, manholes steps, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters andsimilar articles |
| 21 | Material and labourfor Reinforced cement concrete M-30 (Design Mix) Foundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc. basement slabs, under-reamed piles and mass concretecomplete all as specified & as directed |
| 22 | Material and labourfor Reinforced cement concrete M-30 (Design Mix)Walls,retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilastersandbuttresses complete all as specified & as directed |
| 23 | Material and labourfor cement concrete Type B1 1:2:4(20 mm graded stone aggregate) Cement concrete as in benching etc complete all as specified & as directed |
| 24 | Material and labour for TMT bars 8mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to TMT bar complete all as specified and as directed |
| 25 | Material and labourfor cement concrete Type B1 1:2:4(20 mm graded stone aggregate) , in lintels upto1.5m clear span,cills,steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering,slightly rounded or chamfered angles and throating, as directed etc complete all as specified & as directed |
| 26 | Material and labourfor 750mm dia and 70mm thick providing factory made pre-cast SFRC (Steel Fibre reinforced concrete) manhole coverHD-20 (20 ton load)grade including provn of mild steel flat framing for edge protection and finishing etc complete all as per IS-12592 of 2002, setting in cement mortar 1:3all as specified and directed |
| 27 | Material and labourfor providing factory made pre-cast SFRC (Steel Fibre reinforced concrete) manhole cover/house connection chamber cover of size 610mmx455mmx50mmand manhole covers for HD-10 (10 ton load)grade including provn of mild steel flat framing for edge protection and finishing etc complete all as per IS-12592 of 2002, setting in cement mortar 1:3all as specified and directed |
| 28 | Returning filling in inculding spreading ,levelling ,watering and well ramming in layers nit exc 25 cm Soft /loose soil complete all as specified and as directed |
| 29 | Material and labourof sand filling under floor or in foundation including watering and consolidation complete all as specified and as directed Note : Thickness after punning/consolidation shall be measured. |
| 30 | Drilling of 450mm bore pipe horizontal boring under the road etc for watertermain/ sewermain pipeline crossing under the road including in any type of strata with required length incl.fixing of DWC pipe with pushing etc.complete various size of pipe (For Maximum of 45 mtr length)below road level complete all as specified.Note : Pipe will be measured and paid separately) |
| 31 | Drilling of 650mm bore pipe horizontal boring under the road etc for watertermain/ sewermain pipeline crossing under the road including in any type of strata with required length incl.fixing of DWC pipe with pushing etc.complete various size of pipe (For Maximum of 45 mtr length)below road level complete all as specified.Note : Pipe will be measured and paid separately) |
| 32 | Material and labourfor 150mm dia Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required |
| 33 | Removal of excavated materials soil exc 250m but not exc 500m deposited where directed at level n exc 1.50m from starting point complete all as specified and directed. |
| 34 | Material and labourfor formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished curved/circular surfaces of concrete complete all as specified and directed. |
| 35 | Material and labourfor formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (horizontal or sloping) for rough finished flat surfaces of concrete complete all as specified and directed |
| 36 | Material and labourforFormwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished curved/circular surfaces of concrete complete all as specified and directed. |
| 37 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth ,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 38 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 1.5mtr in depth but not exc 3.0mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 39 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 3mtr in depth but not exc 4.50mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 40 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 4.5mtr in depth but not exc 6.0mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 41 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 6.0mtr in depth but not exc 7.50mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 42 | Material and labourfor Earth work in excavation all kind of Soilby mechanical means (Hydraulic excavator) means over areas (exceeding 7.5mtr in depth but not exc 9.0mtr & exc1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 43 | Use and waste of timbering as planking and strutting for excavations in trenches in soil,exc. 3m and not exc. 9mtr deep, including wales, struts, open poling boards, etc. as may be necessary and fixing and removel.in shafts, wells cesspits manholes and pier holes. For Pumping Station & Screen Ch. |
| 44 | Material and labourfor cement concrete Type C2 1:3:6 (40 mm graded stone aggregate ) Cement concrete in foundations, filling and mass-concrete etc complete all as specified & as directed |
| 45 | Material and labourfor Reinforced cement concrete M-30 (Design Mix) Foundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc. basement slabs, under-reamed piles and mass concretecomplete all as specified & as directed |
| 46 | Material and labourfor Reinforced cement concrete M-30 (Design Mix)Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likecomplete all as specified & as directed |
| 47 | Material and labourreinforced cement cocrete work ,M-30( design Mix) as in beams,canntiliver ,bressumers,lintel over 1.5m spancomplete all as specified & as directed |
| 48 | Material and labourfor Reinforced cement concrete M-30 (Design Mix)Walls,retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilastersandbuttresses complete all as specified & as directed |
| 49 | Material and labourfor Reinforced cement concrete M-30 (Design Mix)as inchajjah \"s or wether shed including fins etc complete all as specified & as directed |
| 50 | Material and labour for TMT bars 8mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to TMT bar complete all as specified and as directed |
| 51 | Material and labour for TMT bars8mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, stirrups,binders, spacers hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to TMT bar complete all as specified and as directed |
| 52 | Material and labourfor brick work with fly ash bricks using old size bricks straigth curved on plan exc 6m mean radius built in CM (1:6) completed all as specified and directed. |
| 53 | Material and labourmachine cut kota stone slab flooring 20-25mm thick incl and over 20mm thick screed bed in CM (1:4) laid and jointed with greycement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. |
| 54 | Material and labourmachine cut kota stone slab flooring 20-25mm thick as in skirting /dado /riser incl and over 10mm thick rendering in CM (1:3) laid and jointed with greycement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. |
| 55 | Material and labourfor rendering 12mm thick in cement mortar 1:4 on fair faces of block/brick masonry or concrete surfaces of walls etc complete all as specified & as directed |
| 56 | Material and labourfor rendering 10mm thick in cement mortar 1:4 on fair faces of block/brick masonry or concrete surfaces of walls etc complete all as specified & as directed |
| 57 | Material and labourthree coat of white washing including preparation of new plastered surface of wall complete all as specified |
| 58 | Material and labourtwo coat of cement wash with portland cement slurry to a smooth bodies opac finish including paint over a priming coat of white cement including preparaion of new plastered surfaces of walls complete all as specified. |
| 59 | Supply and fixing steel rolling shutters with 1 mm thick PBI lathe ,2mm thick guide channel ,0.63 mm thick PBI sheet top hood cover including locking rail with locking arrangement ,handles,shaft and helical spring ,anchorings rod ,hasp and staple and one shop coat of primer ,errected in position as indicated completed all as specified and directed. |
| 60 | Supply and fixing steel window with box type hinges with steel handle and peg stay compete with glazing bars completed all as specifeid and directed. |
| 61 | Material and labourapplying two coats of synthetic enemal paint any tint or colour over a coat of red oxide primer incl preparation of new steel surface over 10 cm in width or girth |
| 62 | Supply and fixing formwork Such as grills ,grating, steel girder,flat iron, frame works, steel door, etc with end of bars shuoldered and or/rivetedor forged into spikes,frame guard bars barred iron doors,ladder, frame balusters,walk way ,railings,frame work of water tanks and similar works confirming to FE-290 Gde-E-165 |
| 63 | Supply and fixingMS plates ( plain or chequred) channels ,square cuts or notched oridnary and counter sunk forming holes,with out any attachment FE-290 Gde-E-165 |
| 64 | Supply and fixing mild screw bolts (machine made ) with hexagonal or square heads at one end and screwed end to be fitted with washers and one hexagonal or square nut length of bol exc 5 cm but not exc 10 cm |
| 65 | Returning filling in inculding spreading ,levelling ,watering and well ramming in layers nit exc 25 cm Soft /loose soil complete all as specified and as directed |
| 66 | Removing excavated material exc 250 m but n exc 1.0km and depositing where directed at a level and excees |
| 67 | Supply and fixingCast iron work grade FG 150, unmachined, in articles not exc 5 kg each like as brackets,gullytraps, gratings, railing, frames, manhole covers, manholes steps, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters andsimilar articles |
| 68 | Material and labourfor formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished curved/circular surfaces of concrete complete all as specified and directed. |
| 69 | Material and labourfor formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (horizontal or sloping) for rough finished flat surfaces of concrete complete all as specified and directed |
| 70 | Material and labourforFlat Finish formwork to sides of soffits or floor or roof beams,beam haunching ,girders ,bressumers ,lintel,cantilivers, shalves including supports,overhangs etc also splyas between floor and beams |
| 71 | Material and labourfor Flat finish Formwork to chullah hoods, chajjas, troughs and similar items including edges complete all as specified and directed. |
| 72 | Material and labourforFormwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished curved/circular surfaces of concrete complete all as specified and directed. |
| 73 | Material and labourfor 750mm dia and 70mm thick providing factory made pre-cast SFRC (Steel Fibre reinforced concrete) manhole coverHD-20 (20 ton load)grade including provn of mild steel flat framing for edge protection and finishing etc complete all as per IS-12592 of 2002, setting in cement mortar 1:3all as specified and directed |
| 74 | Supply Installation Testing and Commissioning (SITC) of 26 Cu.m/hr. & 24 mtr head Submersible non clog vertical Cutter submersible pumps to pass 40 mm size particlesof delivery sizemin 80 mmmaxximum 100-150 mm , technical details with HP shall be approvedbefore incorporation of work after approval of technical dataof sewage cutter pump ofreputedmanufacturer,including supply, installation with guide rail and lifting chain, cables, earthing, testing complete with 2 years maintenance for pumping station at Node No. 349 as per Company Reccommendation and Record shall be Madeby the contactor and submit to engineer -in-charge every month. |
| 75 | Supply Installation Testing and Commissioning (SITC) of non return valve 100mm dia for sewage pump at pumping station |
| 76 | SITC of Butterfly valve 100mm dia for sewage pump at pumping station. |
| 77 | SITC of sluce valve 100mm dia for sewage pump at pumping station |
| 78 | SITC of float type Level switch (vertical) for equalization tank, chlorine contact tank, teritary treated water tank, sludge tank |
| 79 | SITC of 100mm dia pressure gauge for pumps, blowers etc. |
| 80 | Supply & fixing stainless steel SS-310/316 perforated screen 5mm thick around the submersible cutter pump size 0.5mtr x0.5mtr x 1mtr from bottom to 0.5mtr above raw sewage delivery pipe in sewage |
| 81 | Supply, installation, testing and commissioning of Air blower (twin lobe Blower) with standard accessories, Twin lobe blower, suction cap 500 M^3/Hr, suction pressure atmosphere, suction temp ambient, discharge pressure 0.5 Kg/Cm2, blower speed 1400 RPM, BHP at duty point 15.8 BHP, motor 20HP/ 1500 RPM, drive V belt, cooling air cooled, duty continuous, rotation clockwise, lub oil viscosity - ISO-VG 320/servosystem, suitable standard elect motor - 01 Complete technical details with power capacity shall be approvedbefore incorporation of work after approval of technical dataof Air Blower, all as specified and directed. Make : KSB/Kirloskar/Texmo |
| 82 | Supply and fix Pipe ERWincluding specials,such as tee bend, elbowall flanged type , with clampsholding fastners etc,complete in all respect nominal dia 150 mm as per IS 3589 (1981) thickness 4.8 mm |
| 83 | Supply and fix Pipe ERW Steel including specials,such as tee bend, elbowall flanged type , with clampsholding fastners etc,complete in all respect nominal dia 100 mm as per IS 3589 (1981) thickness 4.8 mm |
| 84 | Supply and lay pipe galvanized, “Medium class”, including fittings 50 mm (2”) dia. |
| 85 | Supply and installation of Hook Suspension type heavy duty chain pulley block with monorail Geared Travelling Trolley CAP: 1.0 T Lift : min 8 Mtr(ISI Mark) including all mechanical and necessary civil wotks complete to run the lifting tackleall as directed by Engr-in- charge. |
| 86 | Supply, installation, testing and commissioning of LT MCC panel box company fabricated, CPRI approved outdoor type made out of MS CRCA sheet 3.0 mm thick with angle iron frame 50x50x6mm floor mounted support suitable for 3 phase 4 wire 50 Hz 500 V system wheatherand vemin proof double door including front and back opening, all inetrnal connections incoming to outgoingwith BUSBAR, chromium plated brass cable glands painting with a coat redoxide primer and powder coated paintof approved colour and make complete with structure, insulators, nuts and bolts, washer etc including PCC for fixing and consisting of the following:-(a) MCCB incoming 160 Amp, 415 Volts for incoming 35 KA - 01 Nos(b) BUSBAR with copper strip of capacity 200 Amp for 3 phase neutral system with CTs - 01 Set(c) Digital Panel meter for volt, Amp, KWH, PF and other parameter flush mounting of size 96x96mm.Make: Secure/AE/Conzerv(d) MPCB, 3 pole TPN, 40 Amps, 415 volts (for outgoing) 35 KA - 03 Nos(e) Soft starter - 03 Nos 20-35 AmpSetting.(f) Power Contactor AC-3 DutyCoil Voltage 220 Volt ACwith 2 NO and 2 NCAuxilliary Contactcomplete in all respect. 40 Amp Rating - 03 No. (g) MPCB, 3 pole TPN, 25 Amps, 415 volts (for outgoing) 35 KA - 03 Nos(h) Soft starter - 03 Nos 12-25 AmpSetting.(j) Power Contactor AC-3 DutyCoil Voltage 220 Volt ACwith 2 NO and 2 NCAuxilliary Contactcomplete in all respect. 30 Amp Rating - 03 No.(k) Single Phase Preventer , with stopand start push button for all 6satrtercontrol and power drawing of MCC panel shall be approvedByGEDuly recommendedBy Engineer In-Charge Before Placing the order of Item . |
| 87 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size35 sqmm 4 CoreXLPE insulated |
| 88 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size16 sqmm x 4 core aluminium conductor XLPE insulated |
| 89 | Supply and fix LED street light fitting 90 Watt, 230 volt AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management inmultiple optics complete with IP 65/66 Protection complete all as specified and directed. |
| 90 | Material and labour for Earthingcomplete galvanized steel earth plate electrode 60x60 cm x 6.3 mm thick, burried directly in ground (earth pit not less than 2.25 meters deep below groundlevel) with top edge of the plate not less than 1.5 meters below normal ground level, connected to galvanised iron strip 32x6 mm by means of bolts, nuts and washers of galvanised iron connected to earthing test point all as specified or indicated testing on completion |
| 91 | Earth work in excavationin trenches ,foundation, trenches or drains(not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.0.00 Mt To 1.50 Mt. Depth For pipe All kind of soil, any type of damage to existing services during exacavation shall be the responsibility of contractor ton rectify the theproblemimmedieately, all as directed by Engineer in-Charge. |
| 92 | Removing excavated material n.exc. 250 mtrs and depositing where directed at level and excess 1.5 mtr from the starting point |
| 93 | Material and labour of sand filling under floors or in foundation including watering and consolidation |
| 94 | Providing cement concrete in roof kerbs or mud , trounded chamber or edges or chamfered on edges type B1, 1:2:4 (20mm graded ) aggregate complete in all respect |
| 95 | Supply and laying un-reinforced precast concrete cable cover, Class LV type -I,flat, size 250mm x 150 mm x 40 mm |
| 96 | Providing cement concrete in roof kerbs or mud , trounded chamber or edges or chamfered on edges type B1, 1:2:4 (20mm graded ) aggregate complete in all respect |
| 97 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains(not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.0.00 Mt To 1.50 Mt. Depth For pipe All kind of soil,any type of damage to existing services during exacavation shall be the responsibility of contractor ton rectify the theproblemimmedieately, all as directed by Engineer in-Charge. |
| 98 | Supply and lay Ductile iron,S/S including specials, class \"K-7\"pipes of size 100 mm dia , in any length, laid in trenches including testing on completion complete all as specified and directed.Note:- From Node 349 - to 775 |
| 99 | Material and labour Ductile Iron Air valves with two air Outlets, 50mm dia bore and fixing Up in ductile iron water supply mains |
| 100 | Earth work in excavationin trenches ,foundation, trenches or drains(not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.0.00 Mt To 1.50 Mt. Depth For pipe All kind of soil,any type of damage to existing services during exacavation shall be the responsibility of contractor ton rectify the theproblemimmedieately, all as directed by Engineer in-Charge. |
| 101 | Processing fee for CTE |
| 102 | Processing Fee for CTO under water act 1974 |
| 103 | Note for Item No. 101 & 102:-(a) If Contractor not produced CTE before commencing the work, 50% of work done shall be made reserved and will be released after submitting the CTE certificate from GPCB for 1.2 MLD STP.(b) If Contractor not produced CTO certificate after completion the work,10% of Work done shall be made reserved and will be released after submitting the CTO certificate from GPCB for 1.2 MLD STP and SPHs. |
