35/17812/2023_26_3_2

Amount

Part I - Working charge

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

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 leaner mix ( including equivalent design mix)

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.

100.9.8: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.

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 : 8 graded stone aggregate 40 nominal size)

100.9.5: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): 50 mm nominal outside diameter pipes.

100.9.3: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): 32 mm nominal outside diameter pipes.

OD124934/2023-2024::Taking connection from the existing main /Double boring /supplying and fitting 25 mm saddle piece, boring the main supplying and fitting 25 mm brass ferrule 2no,25 mm GM full way valve 2no,bend2 nos, union 2no, 32mm pvc adapter 2no , 110x32 reducer 2 no etc and connecting the line,testing,jointing etc complete

100.98.1008:Engaging Coolie.

100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I.

OD124937/2023-2024::Alteration/ Making re connection with the existing water<br>connection /SF connectionAlteration using 20mm Indian<br>Standard Class 6 uPVC pipe and uPVC /<br>Brass specials viz. brass ferrule, Elbow,<br>MTA(Brass Threaded,), FTA(Brass<br>Threaded,), couplers etc. and connecting with<br>the mains, testing the joints etc. complete<br>including trenching and refilling in all kinds of<br>soil up to a depth of 1.50m for main line<br>tracing and trench of average cross section<br>0.3m x 0.75m for laying connection pipe and<br>service pipe, safely removing & re-fixing<br>existing water meter, lighting, watching,<br>providing caution boards, traffic control etc.<br>complete including cost of materials, hire for<br>tools, cost of consumables and labour<br>charges as per the directions of the<br>department officers.<br>

100.60.1.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.

100.60.23.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm ( 1/2 inch ) water connection, using 20mm ( 1/2 inch ) Indian Standard uPVC Class 6 pipes, uPVC specials and PP PN 16 Compression specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.

100.60.3.1.1:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers

OD124951/2023-2024:Geo-tagging with Differential Global Positioning System (DGPS) and Preparation of up to dated GIS (boundary of the Panchayath will provided by Kerala Water Authority )map based on Geo-tagging The hard copies ( 3 sets in appropriate colour, in laminated sheets preferably in A1 size) and soft copies in CD to be submitted

OD124952/2023-2024:Charges for Connection fee, Application fee and Number plate

OD124954/2023-2024::Conveying CI MH cover with frame from depatmental store to site

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)

Part II - Supply of materials

100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.

100.98.233:Supply of PVC Pipe, 10kg/cm2, 50mm Dia.

100.98.231:Supply of PVC Pipe, 10kg/cm2, 32mm Dia.

OD125153/2023-2024:Cost of CI MH cover (Heavy duty)

OD185740/2024-2025:Cost of specials

Part III - Providing valve chamber

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.

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 : 8 graded stone aggregate 40 nominal size)

5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

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

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

Mohandas M (BID ID -2088418)

Simon TJ (BID ID -2077494)

Vijayan T (BID ID -2089316)

Alan Joshy J S (BID ID -2080568)

SASIDHARAN NAIR V (BID ID -2073672)

JEHANGIR A (BID ID -2080483)

R SURAJ (BID ID -2081745)

Bidder Name

R SURAJ

Vijayan T

Simon TJ

C. Mohana Das

JEHANGIR A

Alan Joshy J S

SASIDHARAN NAIR V

Mohandas M