GENERAL-Annual Maintenance 2025-26- Urgent repair works of PVC pipes and canals in various LI Schemes in Kadukutty, Koratty and Annamanada panchayath -General Civil work

Amount

Rectification of PVC pipe line in various LIS

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: All kinds of soilPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

2.10.1.3: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: All kinds of soilPipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

OD33163/2025-2026:Supplying and laying jointing 315mm dia PVC pipe 6kg/cm2 with line and level in already excavated trenches etc.

OD33173/2025-2026:Supplying and fixing 315mm CIR joint suitable connected with 315mm dia PVC pipe including cutting placing accuracy etc complete

OD11520/2025-2026:Supplying ISI Marked best quality250 mm dia PVC pipes ( 6Kg/cm2) 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)

OD11515/2025-2026:Supplying and fixing 250mm CIR joint suitably connected with 250mm PVC pipe including cutting and placing in accuracy etc complete

OD11513/2025-2026:Supplying and laying jointing 200mm dia pvc pipe 6kg /cm2 pressur with line and level in already excavated trenches etc complete

OD11518/2025-2026:Supplying and fixing 200mm CIR joint suitable connected with 200mm pvc pipe including cutting and placing in accuracy etc complete

OD11517/2025-2026:Supplying ISI Marked best quality 160 mm dia PVC pipes ( 6 Kg/ cm 2) including specials such as bent, elbow and tees etc.as per site condition including cost taxes and conveyance of all materials, labour charges etc. complete as directed by the departmental officers at site ( preliminary pressure test for PVC pipe supplied at site should be done in the approved laboratory at contractors own expense)

OD30674/2025-2026:Supplying and fixing 160 mm CIR joints suitable connected with 160 mm dia PVC pipe including cutting placing with accurate etc complete

50.18.9.9.1: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.110 mm dia 6Kgf/cm2

OD30675/2025-2026:Supplying and fixing ISI marked best quality 110mm dia PVC ball valve with necessary fittings including cost & conveyanceof all materials and labour charges for fixing and all other incidental charges etc.complete as directed by the departmental officers at site

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

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

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

60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

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

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

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

4.1.6: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 (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

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 derived from natural sources)

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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

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

13.71:Lettering with black Japan pint of approved brand and manufacture

Bidder Name

FRANCIS PINHERO