301/2019-20 Construction various DWSS and Pipe line extension in Thrumittacode GP

Amount

Construction of DWSS & Pipeline Extension

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

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

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

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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.

od321509/2019_2020 : d200985/2017_2018 :Supply and errection of Ferro cement pump house as per following specifications.a)<br>Foundation of size 1.60x1.60x0.60m ferro cement square fitting by earth consolidation connecting using<br>cement concrete 1:4:8, b) Ferro cement ready made wall of size 1.50x1.50m (square type) having an average<br>thickness of 25mm and height 2.10m, c) Ferro cement ready made triangular type roof d) M.S. door with<br>necessary fittings 90x210cm size painting with synthetic enamel paint two coat after a priming coat<br>includingf supplying a pad lock e) M.S. ventilator with grill of size 0.90xo.40m, painting with synthetic enamel<br>paint two coat after a primary coat f) white washing two coat with cement proof paint two coat on inside and<br>outside of pump house including roof

od321520/2019_2020 : Supplying ,erecting 5.0HP submersible (Three phase ) pump to Bore well,using<br>bestquality, ISI motor and pump to suit the bore well,including cost of column pipe (UPVC),UG cable,Nylon<br>rope and all other fitting to including panel board etc and all charges for conveyance of materials,labour and<br>taking connection from KSEB( CHARGES FOR ELECTRICAL CONNECTION PAID SEPERATELY ) etc<br>compete .

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

51.18.12.6 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 50 mm nominal dia

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

4.1.4 : 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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

IBRAHIM K

RAMESH KUMAR

Bidder Name

SKARIA ELIAS

RAMESH KUMAR

IBRAHIM K