Construction of open well and pump house at College of Engineering Thalassery

Amount

Construction of open well and pump house at College of Engineering Thalassery

2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

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

100.3.6.13 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.50 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1096

100.3.6.14 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 4.5m to 6.0 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1096

100.3.6.15 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.50 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1096

100.3.6.16 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 7.50m to 9.0 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1096

100.3.6.17 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.0m to 10.50m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1096

100.3.6.18 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 10.50m to 12.00m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1096

od255953/2022_2023 : Earth work excavation by mechanical /manual means for foundation trenches or drain , depositing on bank with initial lead and lift including breaking clods , sectioning of sides etc . complete for sinking well- Ordinary rock second depth 1.50 3.00m

50.6.7.1 : 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.

50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :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

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

10.5.1 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .

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

od255961/2022_2023 : supplying and laying 63mm dia 10kgf/cm2 to the trenches 60cm depth made placing in position. laying the pipe line and level joining the pipes specials with solvent cement and testing the pipe to water to required pressure. and refilling the trench so as required including consoldation by ramming watering etc .

PRAMODAN K C

SAAJCONSTRUCTIONS

Bidder Name

KS JOSEPH

PRAMODAN K C

SAAJCONSTRUCTIONS