DEPOSIT-Ayilur Gramapanchayath - 2025-26 Annual plan Project No 16 - Pipeline extension to Payyankode Kanthalam Veezhli Road-Pipeline extension Pipeline Work

Amount

Working charges

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

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

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

100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.

100.11.6:Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 50mm diameter nominal bore.

OD192723/2025-2026:Making interlinking pipelines - 160mm PVC, 140mm PVC, 110mm PVC, 90mm PVC and 63 mm PVC main linked to 160mm PVC, 140mm PVC, 110mm PVC, 90mm PVC, 63 mm PVC / 80 mm GI / 65mm GI/ 50 mm GI Branches

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)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore

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

Cost of materials

100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.

OD193105/2025-2026:Cost of 90mm PVC pipe specials (3% of cost of 90mm PVC pipe)

100.98.215:Supply of PVC Pipe, 6kg/cm2, 140mm Dia.

OD193234/2025-2026:Supply of 50mm medium GI Pipe

OD193233/2025-2026:Cost of 50mm GI pipe Specials (5% of cost of pipe)

Road restoration charges - PMGSY

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

GICON BUILDERS (BID ID -2456019)

V.P.JOJI (BID ID -2455690)

UNNIKANNAN V (BID ID -2456552)

Bidder Name

dinesh

V.P.JOJI

UNNIKANNAN V

GICON BUILDERS