Jal Jeevan Mission JJM_Laying pipe lines for supply improvement in Kattakambal Panchayath _Phase2 _SLSSC _5th Part_1_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.

100.1.5: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 50 m, in Ordinary Rock.

100.1.14:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, 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 Hard Rock where Blasting is Prohibited.

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.

100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes.

100.14.6:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 350mm diameter Ductile Iron Class K-9 Pipes.

18.83.6:Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe

18.83.8:Labour for cutting C.I. pipe with steel saw.350 mm diameter C.I pipe

18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia

100.9.9: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): 110 mm nominal outside diameter pipes.

100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore.

18.70.4: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:250 mm dia pipes

18.70.6: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:350 mm dia pipes

18.30.6:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe

18.30.8:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:350 mm diameter pipe

100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA

100.35.6:Testing 350mm DI/CI pipeline with potable water to the required test pressure. 350 mm dia Observed Data derived from item no.1024 of PHED DATA

100.31.1.2: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): 100mm diameter, Class I.

100.31.1.6: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): 250mm diameter, Class I.

100.31.1.8: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): 350mm diameter, Class I.

OD145829/2022-2023:Taking connection from the line of size above 160/150 mm upto 350 mm for connecting to the branch line using PVC/GI/MS Saddle or Tee and specials including cost of saddle / Tee, all labour charges, necessary earth work excavation and refilling, bailing out water, providing fencing and caution boards etc. but excluding cost of CID/CIR joints tail pieces and specials.

OD165006/2022-2023:Shifting house connection to newly laid distribution pipe line using suitable size PVC/GI MS saddle piece after necessary earth work excavation in all kinds of soil refiling the trench including all charges for conveying cutting threading laying and jointing ISI marked brand new 20mm GI pipe and specials such as elbow union stopcocks nipple reducers excluding the cost of GI of GI pipe and specials reducer etc complete

OD179327/2022-2023:Conveyance of D1K9 250 mm dia pipe from Thrissur to Kattakampal

Cost of materials

100.98.120:Supply of DI K9 Pipe Conforming to IS 8329/2000, 350mm Dia.

100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.

100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.

OD145838/2022-2023:Supplying of DI double flanged K9 pipe -350mm dia

100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.

100.98.464:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 350mm.

OD145839/2022-2023:Cost of PVC specials

OD146452/2022-2023:Supply of GI pipes with coupler (M) 100mm

OD146454/2022-2023:Cost of GI specials 5 %

Construction of valve chamber

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

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)

5.1.3: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)

5.1.2: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

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

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.

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

Road restoration charges for PWD

OD145840/2022-2023:Excavation for road work 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 section ,and transporting to to the embankment location with in all lifts and lead up to 1000m (as per PWD specification code 3.6)

OD145841/2022-2023:Construction of granular sub base by providing graded material ,spreading in uniform layers with a motor grader on a prepared surface ,mixing by mix in place method with a rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause-401,Grading -VI, for sub base cum drainage layer -mix in place method- (as per PWD specification code 4.1.B.2)

OD145842/2022-2023:Providing,laying,spreading and compacting graded stone aggregate to wet mix meccadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density- (as per PWD specification code 4.12)

OD145843/2022-2023:Supply, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications - as per PWD specification 12.40

OD145844/2022-2023:Providing and applying tack coat with bitumen emulsion (RS)using emulsion pressure distributor @0.2-0.3kg/m2 on the prepared bituminous surface cleaned with mechanical broom. (as per PWD Specification code-5.2.a)

OD145845/2022-2023:Plain cement concrete 1.3.6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. <br> as per PWD specification 12-4

OD145846/2022-2023:Plain/ reinforced cement concrete in open foundation complete as per drawing and technical specification R.C.C grade M 20- using concrete mixer-( without form work) - Asper PWD specification 12.8.1.c

OD145847/2022-2023:Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0kg/sqm using mechanical means.-(as per PWD Specification code-5.1.a)

OD145848/2022-2023:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder(NRMB) @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects<br>For Grading - I ( 19 mm nominal size )

OD145849/2022-2023:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average out put of 75 tone /hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30) , transported to site ,laid over a previously prepared surface with paver finisher to the required grade ,level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. for grading I (40mm nominal size)- (as per PWD Specification code-5.3.1.a)

Road restoration charges for LSGD

OD145830/2022-2023:Excavation for road work 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 section ,and transporting to to the embankment location with in all lifts and lead up to 1000m for LSGD

OD145831/2022-2023:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.<br>(ii)<br>Using Gravel mix soil. (as per LSGD Specification code 4.11.2)<br>

OD145832/2022-2023:Wet Mix Macadam<br>Providing, laying, spreading and compacting graded stone aggregate to<br>wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill),<br>carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared subbase and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification<br>Clause 406.<br>By Mechanical Means with 1 km lead(as per LSGD Specification code 4.9)

OD145833/2022-2023:Prime Coat - Low porosity - With Packed Bitumen Rates<br>Providing and applying primer<br>coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and<br>spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502<br>(as per LSGD Specification code 75.5.1.1pb)

OD145834/2022-2023:Tack Coat - With Packed Bitumen Rates<br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.(as per LSGD<br>Specification code 75.5.2.3pb)<br>

OD145835/2022-2023:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.<br>Case - I By Manual Means<br>(II) Bitumen (S-65),including supplying and stacking of materials.(as per LSGD Specification code 75.5.9.1.2pb)

OD145836/2022-2023:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the<br>specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510<br>A.By Manual Means Case III : Type<br>C<br>(II)Bitumen (S-65),including supplying and stacking of materials. (as per LSGD Specification code 75.5.12.A.3.2pb)

jafad vj

SURENDRAN P R

Bidder Name

SANTHOSH JACK

SURENDRAN P R

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