CHEMANCHERY G P- ANNUAL PROJECT 2021-2022 - PROJECT NO-180/2021- 22 ICHIRA WSS

Amount

WELL CONSTRUCTION ( CPWD SPECIFICATION )

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

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

od1542547/2021_2022 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.<br>All kinds of soil( FOR DEPTH 3M TO 4.50M - RATE IS 2 TIMES OF RATE OF DAR 2.26.1 )

od1542548/2021_2022 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.<br>Ordinary or hard rock ( RATE AT 4.5 TO 6 M DEPTH IS TAKEN AS 3 TIMES OF RATE OF DAR 2.26.2 )

od1542549/2021_2022 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock ( EXCAVATION FOR 6 M TO 7.5M DEPTH ,RATE AT THIS DEPTH IS TAKEN AS 4 TIMES OF RATE OF DAR 2.26.2)

od1542550/2021_2022 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock ( EXCAVATION FOR 7.50 M TO 9.00M DEPTH ,RATE AT THIS DEPTH IS TAKEN AS 5 TIMES OF RATE OF DAR 2.26.2)

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

od1542554/2021_2022 : well steining -Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.( MODIFIED OD 50.6.7.1 )

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)

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

13.47.1 : Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

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

PIPE LINE

od1542648/2021_2022 : Excavation of trenches of required width for piped cables etc including excavation for sockets and dressing of side ,ramming of bottoms, depyh up to 1.5 mincluding getting out the excavated earth and then returning the soil as required in layers not exceeding 20 cm depth including consolidating the each layers by ramming watering etc of surplus excavated soil within a lead of 50m all kinds of soil.

15.43.2 : Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

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

od1542673/2021_2022 : Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 90 mm dia 6 Kgf/ cm2 ( MODIFIED 50.18.9.8.1 WITHOUT TRENCHING AND REFILLING )

od1585123/2021_2022 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 ( MODIFIED 50.18.9.3.2 WITHOUT TRENCHING AND REFILLING )

od1542674/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 ( MODIFIED 50.18.9.4.1 WITHOUT TRENCHING AND REFILLING )

od1542676/2021_2022 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 ( MODIFIED 50.18.9.7.1 WITHOUT TRENCHING AND REFILLING )

od1542683/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, excluding trenching &refilling, including testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2 (Modified 50.18.9.8.1

od1547701/2021_2022 : Providing and fixing PVC U ASTM pipe with socket and solvent bcement testing of joints complete as per direction of Engineer in charge .80mm dia SW PVC U ASTM pipe

od1547740/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2 ( MODIFIED 50.18.9.6.2 WITHOUT TRENCHING AND REFILLING )

od1547741/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 10 Kgf/cm2 ( MODIFIED 50.18.7.6.1 WITH OUT TRENCHING AND REFILLING )

18.12.7 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore

18.12.8 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore

18.13.2 : 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

od1585130/2021_2022 : Providing and fixing PVC valve of approved quality <br>40 mm nominal bore (modified data of 18.17.3 )

od1585131/2021_2022 : Providing and fixing PVC valve of approved quality <br>90 mm nominal bore (modified data of 18.17.6 )

od1585134/2021_2022 : Supplying and fixing 63 mm dia pvc valve including allcost

51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

ASHRAF. K.K.

Bidder Name

ASHRAF. K.K.

NOUSHAD KK