DEPOSIT WORK- MUTHUKULAM BLOCK PANCHAYAT - CONSTRUCTION OF PUMP HOUSE, LAYING PUMPING MAIN, SUPPLY AND ERECTION OF PUMP SET AND COMMISSIONING OF NEW TUBE WELL BASED RWSS NEAR MEZHUVANA KAVU (PONNURUTTU) IN WARD 7 OF KANDALLOOR PANCHAYATH

Amount

APPENDIX A - PART I :- CIVIL WORK - CONSTRUCTION OF PUMP HOUSE

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

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)

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

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)

50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

4.1.6: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 40 mm nominal size)

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

50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

12.1.3:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2

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

9.95.3:Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:100x75x4 mm

9.97.3:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm

50.9.15.1:Supplying and fixing 200 mm Aluminium aldrop

APPENDIX B - PART II :- ELECTRIFICATION OF PUMP HOUSE

OD298233/2023-2024:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper Group B conductor single core cable etc. as required DSR(E&M) 2018 ITEM 1.8.

OD298234/2023-2024:Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with lSI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63A TP&N

OD298235/2023-2024:Earthing with G.l. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonary enclosure with cover plate Jlaving locking arrangement and watering pipe etc. with charcoal/coke and salt as required DSR(E&M) 2018 ITEM 5.2

OD298236/2023-2024:Installation, testing and commissioning of pre-wired, fluorescent fitting I compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc.directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. DSR(E&M) 2018 ITEM 1.41

OD298237/2023-2024:Supplying fluorescent lamp set 36/40 W with all accessories

OD298238/2023-2024:Supply & Installation of wall mounted fan of reputed make including connection, testing, commissioning etc. as required

OD298239/2023-2024:Supplying and fixing metal box of 200 mm X 125 mm X 60 mm size (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.

OD298240/2023-2024:Supplying and providing meter box and panel board for KSEB supply and providing necessary fuse unit and isolators for 3 phase supply as per the direction of departmental officers

OD80685/2024-2025:ECSC CHARGES PAYABLE TO KSEBL- LT three phase weather proof service connection above 10kW upto and including 25kW ( using static meter with LCD display and TOD facility)- Rate as per the cost data approved by the Regulatory Commission

APPENDIX C - PART I :- LAYING PUMPING MAIN - WORKING CHARGES

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

100.1.1: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.

OD298228/2023-2024:Interconnecting the newly laid 90mm PVC pipe line to the existing 80mm GI pumping main using 80mm GI bend 2Nos, 80mm GI pipe -2.5m ,90mm PVC Threaded adaptor, 90mm PVCpipe, 90mm CIR Joint,etc..to the newly laid 90mm PVC line and testing to the required test pressure ,including cost of necessary specials supplied by the contractor, labour charges, hire for tools etc. complete

OD298229/2023-2024:Interconnecting to the newly laid 90mm PVC pipe line to the existing 110/90/75/63 mm pvc line by cutting the existing 110/ 90/75/ 63mm PVC line diametrically the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting suitable size specials supplied by the contractor and placing in position jointing with solvent cement and testing to the required test pressure including cost of specials supplied by the contractor labour charges and hire for tools etc complete.

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

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.

4.1.6: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 40 mm nominal size)

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)

APPENDIX D - PART II :- LAYING PUMPING MAIN - COST OF MATERIALS

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

OD298230/2023-2024:Supplying 90 mm CIR joint

OD298231/2023-2024:Supplying 90mm PVC Tee (10Kg/cm2)

OD298232/2023-2024:Supplying 90mm PVC bend. (10Kg/cm2

APPENDIX E :- SUPPLY, ERECTION AND COMMISSIONING OF SUBMERSIBLE PUMP SET

OD314391/2023-2024:Supplying electrically operated brand new energy efficient 10 HP submersible pump set (standby) of reputed manufacturers having ISI mark suitable for 150/200 mm dia, Tube well capable to discharge of water 360 LPM against a head of 80 M with stainless steel shaft with bronze impeller coupled with suitable three phase 400/440V prime over with a delivery size of 65 mm / 80 mm including one year Warrantee period as per direction of engineer in charge

OD298244/2023-2024:Supplying 80 mm GI Class B pipe having weight not less than 8.5 Kg/m having ISI mark.

OD298245/2023-2024:Supplying 3 x 4 sq.mm copper submersible flat cable having ISI mark

OD298246/2023-2024:Supplying good quality 80 mm GI BEND.

OD298247/2023-2024:Supplying Fabricated 80 mm GI TEE

OD298248/2023-2024:Supplying 80 mm MS Flange

Suresh K (BID ID -1974370)

Bidder Name

C Jayaprasad

Suresh K