JJM)-WSS to Peruvallur Grama Panchayth in Malappuram District-Package II-Providing balance distribution with FHTC and Road restoration in Peruvallur Grama Panchayath

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.

100.8.1: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.

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

OD58873/2023-2024:Dismantling manually / mechanical means and isposal of materials with in 50 m lead as per dierction of Engineer - in - Charge for Bituminous road

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.

100.9.8: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.

100.9.9: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.

100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.

18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore

18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore

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.

100.32.3:Conveying and fixing C. I. Double 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): 50mm Double Acting Air Valve.

OD58875/2023-2024:Providing interconnection from existing 160/140/110/90/63 mm PVC Pipe or 150/125/100/80/50mm GI using Tees and other necessary specials with minimum 12.5 Kg Pressure rating including the cost of bailing out and excavation , labor and other necessary arrangements and charging of newly laid line

Cost of materials

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

OD208792/2023-2024:Supply of 63 mm PVC specials -@3% of total cost

100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.

OD58923/2023-2024:Supply of 90 mm PVC specials -@3% of total cost

100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.

OD208805/2023-2024:Supply of 110 mm PVC specials -@3% of total cost

100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.

100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.

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

4.1.8: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)

5.1.2: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

5.9.1: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

Providing FHTC

100.60.13.1.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, 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.

100.60.14.1.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, 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.

100.60.13.4.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing AC / GI mains up to 125 mm dia., up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, MTA, FTA, couplers, GI / MS 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.

100.60.15.1.1:Providing additional length of house connection pipe using 20 mm (1/2 inch) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN16 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.

100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.

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)

LSGD Road Restoration Works

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

OD248150/2023-2024:Filling with Quarry Muck. Filling up low lying and water logged areas with local materials/quarry muck, spreading inlayers, leveling the top at site and consolidation by ramming etc.. completed for improving the CBR value of subgrade.

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)

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

Raw Water and Clear water Pumpsets

OD209373/2023-2024:Supplying, erecting, testing and commissioning of reputed made 3 phase 415/440 volt, 50 Hz floor mounted, dust and vermin proof, Soft starter with integrated bypass contactor and main power contactor is suitable to start and run the above motor on all load conditions- starting current shall be limited to2.5 to 3.5 times full load current, digital motor protection relay a complete integrated FCMA/soft starter panel capable of operating the motor (2 nos 160HP VT Pump sets, 3phase

OD209374/2023-2024:Supplying, erecting, testing and commissioning of reputed made 3 phase 415/440 volt, 50 Hz floor mounted, dust and vermin proof, Soft starter with integrated bypass contactor and main power contactor is suitable to start and run the above motor on all load conditions- starting current shall be limited to2.5 to 3.5 times full load current, digital motor protection relay (2 nos125 HP CF Pump sets, 3phase

OD209510/2023-2024:supplying an electro -magnetic flow meter conforming to protection level of IP 68 for flow sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD display unit .The flow meter should have the housing( flow sensor ) to be made of SS 304/carbon steel with anti corrosive protection and inside liner to be made of Hard rubber /ne0 prone all conforming to drinking water standards .The flow meter should be coupled with HART for data acquisition and transfer trough GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions- For 350 mm dia pipe

OD209441/2023-2024:PANEL BOARD ( M.S.B. ) INCOMER : 400 A 4 P MCCB Microprocessor based , Standby low set E/F relay with CT at neutral earthing strip. 1 NO. Multifunction Meter -1No Phase indication lamp - 3Nos 400A Al Bus bar - 1set OUTGOINGS : 200A 4P MCCB -2Nos 63A 4P MCCB -3Nos

OD209440/2023-2024:Supply laying and commissioning of 3.5 core 185 sqmm armored XLPE 1100V Aluminium cable Transformer to MSB 3.5 CX 185 Sq mm XLPE Aluminium armoured Cable

OD209439/2023-2024:Supply laying and commissioning of 3.5 core 240sqmm armored XLPE 1100V Aluminium cable MSB to 125Hp motor Panel

OD209438/2023-2024:Supply and providing the following safety items approved by Kerala Electrical Inspectorate and relevant standards. (11kv Rubber Mat- 8sets, 11 KV rubber glove-2 set, 11 KV danger board-10set, Fire bucket with stand-5 set, First aid box - 3 set, Shock treatmernt chart-4 sets, 5kg CO2 fire extinguisher 4sets, 5kg dry powder fire extinguisher - 2 set

OD209437/2023-2024:MSB to 15Hp motor 4 CX 16 Sq mm Aluminium armoured Cable

OD209436/2023-2024:2 CX 4 Sq mm Aluminium armoured Cable

OD209435/2023-2024:10 CX 2.5 Sq mm Copper Cable

OD209434/2023-2024:Supply of all materials and providing end termination using double compression brass cable glands of 3.5 CX 185 Sq mm XLPE Aluminium armoured cable

OD209433/2023-2024:Supply of all materials and providing end termination using double compression brass cable glands for 3.5 CX 240 Sq mm Aluminium armoured Cable

OD209432/2023-2024:Provision for soil resistivity measurement , earthing design, making electrical scheme drawing and getting approval from statutory bodies like electrical inspectorate and KSEBL( fees and other remittances will be made by KWA) Raw water, WTP and CW

OD209431/2023-2024:Supply of all materials and providing end termination using double compression brass cable glands for 4 CX 16 Sq mm Aluminium armoured Cable

OD209430/2023-2024:Supply of all materials and providing end termination using double compression brass cable glands for 2 CX 4 Sq mm Aluminium armoured Cable

OD209429/2023-2024:Supply of all materials and providing end termination using double compression brass cable glands for 10 CX 2.5 Sq mm Copper Cable

OD209428/2023-2024:EARTHING - Supply and providing plate earhing as per IS 3043 by using 600mm x 600mm x 3mm thick copper plate with 2.7mtrs. Long 20mm dia 'B' class GI watering pipe extended upto middle of copper plate and clamped to the plate by usig 3 nos. GI clamps made out of 25x6mm GI strip providing funnel with weld wire mesh. Providing 1 no. earth bus made out of 25x6mm copper strip of 30cm long clamped to the water pipe at top and interconnection of earh bus with copper plate by using 2 nos. 25x6mm copper strip of suitable length, filling charcoal and salt at alternate intervels of 15cm all aournd Copper plate. Providing masonry earth pit chambers of suitable size and covering with R.C.C/ CI chamber cover etc. complete

OD209455/2023-2024:Copper Strip 25 x 3 mm for earthing

OD209456/2023-2024:G.I. Strip 32 x 6 mm for earthing

250KVA Transformer at WTP site chelari

OD235937/2023-2024:Fabrication, Supply and Erection of 11 KV 4 pole structure as per standards made out of ISMB 175x85mm joist of 10mtrs. Length and cross members of ISMC 100x50mm MS channels and fitted with following equipments '0' SWG solid copper conductors shall be used for all jumber connections from suppliers AB switch to transformer through various equipments. the post has to be fixed 1.6M below ground level using 1:3:6 coment concrete as per standard , 300x300x6mm MS plate shall be welded to all poles as base plate. including fixing suitable bolts and nuts etc. complete and the pole structure consist the following:- 11 KV 400A 3pole 3 insulater type Gang operated AB switch with operating rod and handle with pad lock arrangement - 2 sets. 11KV 30/60A 3pole DO fuse with element - 2 sets. 9KV 5KA lighting arrestor - 2 Sets. 11KV disc type insulator with all hardwares - as required 11KV pin type insulator - 6 Nos.nd inter connections of the above items using 8mm dia solid copper conductor with proper copper sockets , including all associated civil works and painting of all structurers with two coats of zinchromate primer and aluminium paint etc. complete including earthing, as per standard construction practices approved by Kerala Electrical Inspectorate and relevant standards

OD235980/2023-2024:Supply of all materials and providing substation yard fencing using 50 x 50 x 6mm angle iron frame work of size 1500x2500mm fitted with weld mesh of 10 gauge and bolted the same to 100 x 50 x 6 mm vertical chanel erected at 1500mm c/c and 2500mm above ground level of substation yard and 500 mm below with 300 x300mm plain cement concrete (1:3:6) base using 40 mm granite aggregate and top surface finished neat including supply and spreading of river sand to a depth of 5 cm from ground level and spreading 40mm granite metal over this to a height of 10cm above grond level for the entire yard area with side protection using cement brick. Including excavation of soil, painting all metal parts with two coats of aluminium paint over two cots of epoxy primer

OD235935/2023-2024:Supply of all materials and providing 2000mm wide 2500mm height weld mesh gate made out of 50 x 50 x 6mm Angles with necessary foundation, Locking arrangements etc. complete, including painting with two coats of zinchromate primer and aluminium paint as per standards.

OD235934/2023-2024:11KV Metering Unit Supply,erection, testing and commissioning of out door type metering unit consisting of the following accessories: Current Transformer CT Ratio 20/5 A (actual ratio may be decided after calculating connected load& maximum demand) Burden 15VA Accuracy Class 0.2S Potential Transformer PT ratio 11KV/110V Burden -100VA. Accuracy Class 0.2 The rate shall include the cost of testing the equipment at KSEB and all other incidental expences. The CT ratio should be fixed only after obtaining the power allocation from KSEB. Supply,erection, testing and commissioning of TOD meter with maximum demand in KVA suitable for the above out door metering set housed in a weather proof out door Kiosk includig supply and errection of the kiosk with suitable foundation. The TOD meter shall satisfy KSEB specifications in force.The rate shall include the cost of testing the equipment at KSEB and all other incidental expences and supply and connecting cable from CTPT to metering equipment.

OD235933/2023-2024:Supply,erection, testing and commissioning of 250 KVA , 11KV/433V. 3phase, 50Hz. ONAN cooled , outdoor type copper wound distribution transformers, with HV side bushing and LV side cable end box arrangements, OFF load tap changer with tap positions having +5% to -10% variations in 2.5% steps including first filling of oil etc. complete with all fittings as per IS 2026 and Kerala Electrical Inspectorate standards. Armoured multi core 2.5 Sqmm copper control cables shall be used for all external & internal interconnections . The cost of control cables both internal and external and neutral CT with weather proof enclosure shall be included in the cost of Transformer.

Bidder Name

BG TECH ENGINEERING