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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical rejected |
Tender Value
₹60.8 L
EMD Value
₹50,000
Closing Date
9 Jan 2020, 6:00 pmClosed
Superintending Engineer
PWD Buildings South Circle,Trivandrum
General Education (P) Department - Construction of New building for Govt. Higher Secondary School- High School Wing, Puthoor in Kollam District Balance Work with DSR 2014 and Cost index 47.62 per
2020_PWD_333842_1
E-2(b)/SESCBL/2019-20
Open Tender
Civil Works - Buildings
Item Rate
90 days
Puthoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,252
Yes
online
₹50,000
Yes
6 Mar 2021
4 Jan 2020
14 Jan 2020
4 Jan 2020
9 Jan 2020
4 Jan 2020
Amount
Appendix A - Building proper
2.8.1.Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
4.1.8.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
7.1.1. Randum rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement, 6coarse sand, 12 graded stone aggregate 20mm nominal size ) up to plinth level with cement mortar 1:6( 1 cement, 6 coase sand ).
5.33.2 : 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 workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level up to floor V level
5.9.3..Centering and shuttering including strutting etc and removal of form for suspended floors, roofs, landings, balconies and access plateforms.
5.9.5.Centering and shuttering including strutting etc and removal of form for lintels, beams, plinth beams, girders, bresumers and cantilivers.
5.9.6.Centering and shuttering including strutting etc and removal of form for Columns, pillars, Abutments, posts and struts
5.9.7.Centering and shuttering including strutting etc and removal of form for stairs, ( excluding landings) except spiral staircases.
od 46708/2016-2017 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo- Machanically Treated bars.
od 46709/2016-2017 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo- Machanically Treated bars.
50.9.1.1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) Using good quality Anjili wood / Jack wood.
50.6.1.5. Solid block masontry using pre cast solid block (Factory made) of size 30 X 20 X 20 cm or nearest avilable size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in CM 1:6 ( 1 cement : 6Course sand ) etc complete
50.6.1.6. Solid block masontry using pre cast solid block (Factory made) of size 30 X 20 X 20 cm or nearest avilable size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor five level thickness 20cm and above in CM 1:6 ( 1 cement : 6Course sand ) etc complete
9.48.1. 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 primer all complete: Fixed to steel windows by welding.
9.53 Providing 40x5mm flat iron holdfast 40 cm long including fixing to frame with 10mm dia bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6mix (1 cement : 3 course sand : 6 graded stone aggregate 20mm nominal size ).
50.9.3.1. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows , 30mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws excluding, panelling which will be paid for separately, all complete as per direction of Engineer-in-charge Using Anjili/Jack wood.
50.9.4.1. Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood
50.9.6.1. Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes , including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws Using Anjili/Jack wood 30mm thick shutters.
10.3 Providing and fixing in position collapsible steel shutter with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size, with top and bottam rail of T-iron 40x40x6mm with 40mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
9.76. Providing and fixing bright finished brass 100mm mortice latch and lock with 6 liver and a pair of lever handles of approved quality with necessary screws etc complete.
9.97.3 Providing and fixing aluminium tower bolts, ISI marked, anodised ( anodic coating not less than grade AC 10 as per :1868 ) transparent or dyed to required colour or shade with necessary screws complete. 200x10 mm
9.100.1 Providing and fixing aluminium handles, ISI marked, anodised ( anodic coating not less than grade AC 10 as per :1868 ) transparent or dyed to required colour or shade with necessary screws complete.125 mm
13.4.1 12mm cement plaster of mix 1:4 ( 1 cement : 4 course sand )
13.7.1 12mm cement plaster finished with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 fine sand )
13.9.1 cement plaster 1:3( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement .12mm cement plaster.
13.16.1 6mm cement plaster of mix 1:3( 1 cement : 3 fine sand )
13.43.1. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface , water thinnable cement primer
13.46.1. Finishing walls with Acrylic Smooth exterior paint of required shade: New work ( Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @2.20kg/10sqm.)
13.52.2. Finishing with epoxy paint ( two or more coats ) at all locations prepaered and applied as per manufacturers specification including appropriate priming coat, preparation of surface etc complete. On concrete work.
13.60.1. Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
13.62.1. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work over and under coat of suitable shade with ordinery paint of approved brand and manufacture.
11.3.1. cement concrete flooring 1:2:4 (1 cement :2 Coarse agregate: 4stone agrigate ) finished with a floating coat of neat cementincluding cement slurry, but excluding the cost of nosing of steps etc complete 40mm thick with 20mm nominal size stone agregate.
10.28. Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
13.21. Extra for providing and mixing water proofing meterial in cement plaster work in proportion recommended by the manufacturers.
10.17 Providing and fixing MS fan clamp type I or II of 16mm dia MS bar, bent to shape with hooked ends in R.C.C. slab or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
od 62845/2015-2016 Add for plaster drip course/groove in plastered surface or moulding to RCC projections.
od 62846/2015-2016 Glass groove cutting with 4mm thick glass and trovelled smooth finish etc complete.
13.71 Lettering with black Japan pint of approved brand and manufacture.
Appendix B :- Water supply and sanitary arrangements
17.1.1. Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require: White Vitreous china Orissa pattern W.C.pan of size 580 x 440 mm with integral type foot rests.
17.2.1. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C pan with ISI marked white solid plastic seat and lid.
17.7.2. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basine size 630 x 450mm with single 15mm C.P brass pillar taps.
17.28.2.1. Flexible pipe 32mm dia
18.48. Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
18.51.1. Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore
18.53.1. Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931 15mm nominal bore.
18.58.2.1 Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid 150mm nominal size square 100mm diameter of the inner hinged round grating.
50.17.1.1. Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge
50.17.1.3. Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
50.18.8.3.2. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf/cm2
50.18.8.4.1. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 32 mm pipe 10kgf/cm2
50.18.8.5.1. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 40 mm pipe 10kgf/cm2
50.18.8.6.1. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 10kgf/cm2
50.18.8.7.2. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 63 mm pipe 4kgf/cm2
50.18.8.9.2. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4kgf/cm2
50.18.9.3.2. Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.25 mm dia 10Kgf/cm2
50.18.9.4.1. Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.32 mm dia 10Kgf/cm2
50.18.9.5.1. Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.40 mm dia 10Kgf/cm2
50.18.9.19.2. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.110 mm pipe 4kgf/cm2 - External work- Exposed on wall.
50.18.9.20.1. Providing and fixing PVC moulded fittings / accessories for rigid PVC pipes includeing jointing with PVC solvent cement -63mm dia Elbow
50.18.9.20.4. Providing and fixing PVC moulded fittings / acessories for rigid PVC pipes includeing jointing with PVC solvent cement -63mm diaBend
50.18.9.20.5. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes including jointing with PVC solvent cement -63x63x63mm dia Tee
50.18.9.20.7. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes including jointing with PVC solvent cement -63mm dia Vent cowl
50.18.9.22.1. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes includeing jointing with PVC solvent cement -110mm dia Elbow
50.18.9.22.3. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes including jointing with PVC solvent cement -110mm dia Door Elbow
50.18.9.22.4. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes including jointing with PVC solvent cement -110mm dia Bend
50.18.9.22.6. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes including jointing with PVC solvent cement -110 x110 x 110mm diaDoor tee
50.18.9.22.8. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes including jointing with PVC solvent cement -110mm dia Vent cowl
od46705/2016-2017 Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
od46706/2016-2017 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
9.119 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mmM.S. square tube, the vertical door frame profiles to be reinforced with19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge.
9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, 30 mm thick plain PVC door shutters
19.7.1.1.Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design: inside size 90X80 cm and 45 cm deep including C.I. cover with frame ( light duty ) 455X 610mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg ) With common burnt clay F.P.S (non modular) Bricks of class designation 7.5
Appendix C :- Construction of septic tank
2.8.1.Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil
4.1.8.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
5.2.2. Reinforced cement concrete work in walls (any thickness), including attached pilasters, butresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc up to floor five level excluding cost of centering, shuttering, finisheing and reinforcement 1:1.5:3 ( 1 cement, 1.5 coarse sand,3 graded stone agregate 20mm nominal size ).
5.1.2. Providing and laying in position specified grade reinforced cement concrete excluding cost of centering, shuttering, finisheing and reinforcement all work up to plinth level 1:1.5:3 ( 1 cement, 1.5 coarse sand,3 graded stone agregate 20mm nominal size ).
5.9.2.Centering and shuttering including strutting etc and removal of form for walls (any thickness ) including attached pilasters, buttresses, plinth and string courses etc.
5.9.3..Centering and shuttering including strutting etc and removal of form for suspended floors, roofs, landings, balconies and access plateforms.
od 46685/2016-2017 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo- Mechanically Treated bars.
13.9.1 cement plaster 1:3( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement .12mm cement plaster.
13.21. Extra for providing and mixing water proofing meterial in cement plaster work in proportion recommended by the manufacturers.
19.7.1.1.Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design: inside size 90x80cm and 45 cm deep including C.I. covr with frame ( light duty ) 455x610mm internal dimensions. total weight of cever and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg ) With common burnt clay F.P.S (non modular) Bricks of class designation 7.5
od46682/2016-2017 Making soakpit 2.5m diameter 3.0m deep with 45x45 cm dry brick honey comp shaft with bricks and SW drain pipe 100mm dia 1.8m long complete as per standard design with comman burnt clay F.P.S (non modular) bricks of class designation 7.5
od46681/2016-2017 Constructing soak pit 1.20x1.20m filled with brickbats including S.W drain pipe 100mm dia and 1.20m long complete as per standard design.
Appendix D :- Rain water Harvesting
2.8.1. Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8(1 cement :4 coarse sand: 8 graded stone aggregate 40 nominal size)
5.9.2.Centering and shuttering including strutting etc and removal of form for walls (any thickness ) including attached pillasters, buttresses, plinth and string courses etc.
5.9.3..Centering and shuttering including strutting etc and removal of form for suspended floors, roofs, landings, balconies and access plateforms.
5.1.2. Providing and laying in position specified grade reinforced cement concrete excluding cost of centering, shuttering, finisheing and reinforcement all work up to plinth level 1:1.5:3 ( 1 cement, 1.5 coarse sand,3 graded stone agregate 20mm nominal size ).
od 47000/2016-2017 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo- Machanically Treated bars.
4.1.3. Providing and laying in position specified grade reinforced cement concrete excluding cost of centering, shuttering, finishing and reinforcement all work up to plinth level 1:2:4 ( 1 cement, 2 coarse sand,4 graded stone agregate 20mm nominal size ).
13.9.1 cement plaster 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement.12mm cement plaster
24.7 Supplying, filling,spreading and levelling coarse sand of size range 1.5mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads and lifts all complete as per direction of Engineer in charge.
24.5 Supplying, filling,spreading and levelling coase stone boulders of size range 5cm to 20cm in recharge pit, in required thickness for all leads and lifts all complete as per direction of Engineer in charge.
24.6 Supplying, filling,spreading and levelling gravels of size range 5mm to 10mm in recharge pit, over the existing layer of boulders in required thickness, for all leads and lifts all complete as per direction of Engineer in charge.
50.18.9.19.1. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. 110 mm dia 6 kgf/cm2 - External work- Exposed on wall.
50.18.9.22.4. Providing and fixing PVC moulded fittings / acessaries for rigid PVC pipes including jointing with PVC solvent cement -110mm dia Bend
od47075/2016-2017 Supplying and filling charcoal including all cost, conveyence, labour charges.
G.JAGANATHAN
Bidder Name
G.JAGANATHAN
M.J. Constructions
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