Thottumukham LIS-Phase 3 Pipeline extension-General Civil Work

Amount

Pipeline extension

2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

2.13.2.2:Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth. including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m: Hard rock (requiring blasting)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

18.73.3:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :200 mm dia Ductile Iron Double Flanged

18.70.3:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes

OD33054/2023-2024:Supplying 200 mm dia PVC pipes with working pressure of 6 Kg/cm2 with ISI specification including pipes for hydraulic pressure testing at laboratory including specials such as bent, elbow , tees and reducers (6 Kg/cm2) as per site condition including cost taxes and conveyance of all marterals, labour charges and all other incidental charges etc. complete as per directed by departmental officers at site (preliminary pressure test for PVC pipes supplied should be done in the approved laboratory at contractors own expense)

OD33055/2023-2024:Laying and joining PVC pipes with required specials such as couplings, bends, tee, reducers, etc. with required quantity of cement solvent, including the cost for conveying to trenches, laying, joining, testing, washing etc.

18.25.1:Providing and laying S & S C.I standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):Upto 300 mm dia

18.59.1:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia

OD41630/2023-2024:supplying and fixing 200 mm cast iron wheel valve including cost taxes and conveyance of all materials, labor charges etc. complete as directed by the departmental officers at site

OD41631/2023-2024:Supplying 110 mm mm dia PVC pipes with working pressure of 6 Kg /cm? with ISI specification including pipes for hydraulic pressure testing at laboratory including specials such as bent, elbow , tees and reducers (6 Kg/ Cm2) as per site condition including cost taxes and conveyance of all marterals , labour charges and all other incidental charges etc. complete as per directed by departmental officers at site ( preliminary pressure test for PVC pipes supplied should be done in the approved laboratory at contractors own expense)

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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Construction of Overflow Cistern

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

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)

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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)

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars

50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

Shijo Markose

Bidder Name

Shijo Markose

M/s Issac and Son Ventures Pvt. Ltd.