Jal Jeevan Mission (JJM)-PERUMANNA

Amount

SUPPLY

100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.

100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia.

OD264312/2023-2024:Add 3% of PVC specials

OD264313/2023-2024:Supply of 50mm GI Medium

OD264314/2023-2024:Add 5% of GI Specials

100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.

100.98.469:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm.

WORKING CHARGE

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

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)

OD264315/2023-2024:Dismantling Stone Pitching and stacking the materials at convenient place including labour etc. complete

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.

100.2.7: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 Medium 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.

100.9.6: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): 63 mm nominal outside diameter pipes.

100.9.11: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): 160 mm nominal outside diameter pipes.

100.12.6: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: 50mm diameter nominal bore.

16.73:Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete ( Payment for stone to be made separately)

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)

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.

100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve.

OD264316/2023-2024:Supplying and fixing 150mm CI surface box embedded with RCC slab of size 0.6x0.6x0.15 and 200mm PVC pipe 10Kg/cm2 pipe acting as protection tube with including all cost of conveyance, labour charges etc. Complete.

OD264318/2023-2024:Providing Cabin Room for control panel board and pump of Size 1x0.6x1.5m - Including cost for Supply and fixing of UPVC doors, Solid block masonry using solid blocks of size(40x20x20cm), Providing PCC 10cm thickness as foundation with a roof slab of thickness 10cm, Plastering (1:4) etc. as per direction of controlling officer

OD264320/2023-2024:Supply and Fixing of pressure gauge

OD264324/2023-2024:Supply, erection, trial run and commissioning of Monoblock Centrifugal pump set capable of discharging 0.38lps against a total head of 40m with prime mover of required capacity with a working voltage of required Volts with required suitable starter . Including cost of all required protection equipment, relays, cost of pump, cost of motor, Cost of panel board, cost of switch gears. cost of capacitor, cost of starter. Aluminum cable from panel board to starter and from starter to motor, capacitor, suction pipes/delivery (up to header pipe), air valve,Foot valve., Non return valve and Sluice valve, pipe connection works for suction side and that at delivery side upto valves including fixing of Non return valve and Sluice valve, Suitable earthing as per CEA regulation 2010. The pumps and valves are capable to connect online automation system.

OD264327/2023-2024:Supply, erection, trial run and commissioning of Monoblock Centrifugal pump set capable of discharging 0.33 lps against a total head of 22m with prime mover of required capacity with a working voltage of required Volts with required suitable starter. Including cost of all required protection equipment, relays, cost of pump, cost of motor, Cost of panel board, cost of switch gears. cost of capacitor, cost of starter. Aluminum cable from panel board to starter and from starter to motor, capacitor, suction pipes/delivery (up to header pipe), air valve,Foot valve., Non return valve and Sluice valve, pipe connection works for suction side and that at delivery side upto valves including fixing of Non return valve and Sluice valve, Suitable earthing as per CEA regulation 2010. The pumps and valves are capable to connect online automation system.

OD264331/2023-2024:Supply, erection,trial run and commissioning of Monoblock Centrifugal pump set capable of discharging 1.31 lps against a total head of 46m with prime mover of required capacity with a working voltage of required Volts with required suitable starter. Including cost of all required protection equipment, relays, cost of pump, cost of motor, Cost of panel board, cost of switch gears. cost of capacitor, cost of starter. Aluminum cable from panel board to starter and from starter to motor, capacitor, suction pipes/delivery (up to header pipe), air valve,Foot valve., Non return valve and Sluice valve, pipe connection works for suction side and that at delivery side upto valves including fixing of Non return valve and Sluice valve, Suitable earthing as per CEA regulation 2010. The pumps and valves are capable to connect online automation system.

OD264334/2023-2024:Supply erection testing and commissioning of Advanced wireless fully automatic water level controller with sump to overhead tank / Mobile operated GSM based module for operation of starters and controllers from anywhere using mobile phone .outdoor transmitter powered by solar panel with rechargeable Li-ion battery - suitable for 3 phase 5 - 10 HP motor starter, with design tested to perform reliably even in extreme environmental conditions, suitable for single phase and three phase installations, fully automatic ON/OFF with level sensors, communication with IVRS in local languages, 4 user can control the operation, power fail and feed back SMS in regional languages, four different "time of day" can be set in a day for pump operation, controls daily operations of a pump for pre-defined periods and ease of operation with advanced facilities such as auto switch off while dry run with in fraction of seconds, low voltage preventer, phase change preventer, low voltage cut off, online monitoring system etc of reputed make.etc.complete.,

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

Restoration of Panchayath Roads

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base 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 Clause 406. By Mechanical Means with 1 km lead

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a:Tack Coat 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.

5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 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. Case - I By Manual Means (II) Bitumen (S-65)

5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65)

RIYAS N

Bidder Name

SHAJUKUMAR P

RIYAS N