RUDHUNGIA-I

Earthwork in excavation of foundation & plinth in hard soil including rough dressing levelling the bed and depositing the excavated soil within initial lead of 50 mtr & lift of 1.5mtr etc as per direction of E-I-C

Labour Charges for excavation of bore holed single under reamed Pile foundation 250mm dia 2.5m depth

Earthwork in excavation of foundation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels etc within 50m.Initial lead and 1.5m. Initial lift including rough dressing and levelling the bed and depositing the excavated materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 40%)

Filling foundation and plinth with sand excavated material including watered and rammed

Cement concrete (1:4:8) using 4cm HGCB metal including cost, carriage, royality & curing etc. complete

Cement concrete (1:2:4) using 12mm HGCB metal including cost, carriage, royality & curing etc. complete

FLY ASH brick masonaryin CM (1:6) in F & P including cost, carriage, royality & curing etc. complete

FLY ASH brick masonaryin CM (1:6) in Superstructure including cost, carriage, royality & curing etc. complete

2.5 cm artificial stone flooring with Cement concrete (1:2:4) including cost, carriage, royality & curing etc. complete

Centering & shuttering for RCC work (a)Grade beam/column/plinth band

(b)Lintel

(c )Chhaja/Slab

(d)Column/Beam/Pillar

Supplying, fitting and placing of uncoated HYSD bar (M.S. Rod) including carriage, cutting, binding & tying the grills and placing in position including cost of binding wire 18 to 20 gauge etc. complete

Dry Brick khoa well watered & rammed to 10 cm receive A.S.flooring per sqm.

2.5cm Damp Proof Course with c.c.(1:2:4) using 12mm size hard broken granite chips including cost, carriage, royality & curing etc. complete

12mm thick cement plaster in CM (1:6) Over brick masonary including cost, carriage, royality & curing etc. complete

2.5CM thick Grading concrete plastering in CC (1:2:2) using 4.7mm size HGCB chips

Cement punning over plastering

Cement washing one coat over plastering

White washing two coat water proofing cement paint inside the room

Colour washing two coats with shell lime and colouring materials

Priming two coats with approved primer

Painting two coats with approved paint over a coat of primer

Filling foundation and plinth with excavated materials

Supplying all materials, labour, T&P for jointing of 160 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge

Installation of 10HP S/S Pumpset by lowering inside the T.W. & fitting with the 100mm dia G.I. pipe length 25 mtr including cutting,threading, of pipes & clamping over the support pillars by T.W. Clamp & connecting with the distribution pipe line laid in underground including fitting of bends,flanges, sockets, valves, & special joints as required with Nuts, Bolts, Rubber insertion etc. including transportation of materials, complete as per the direction of the site Engineer in charge

Labour charges for fitting fixing of M.S. Door & window shutter

Writing for culture name of project Data for transparency of P.P

Fitting of PVC shaddle, Air release valve etc

Earthwork in excavation in hard soil including dressing and breaking clods laying in layer not exceeding 0.30 mtr depth

M.S. TW Clamp for clamping 100 mm dia G.I. Pipe made out of MS Flat of size 10mm x 75mm of length 58cm of each with both side limbs of 20cm length having 2 Nos 5/8" dia holes in each limb at both side.

100mm dia nominal bore G.I. Pipe having wall thickness 4.5mm electrical resistance welded of medium class confirming to IS - 1239 (PART-I/2004) with latest Amendments, screwed at both ends as per IS:1239 (PART-II) with latest Amendment with in random length of 4 to 7 mtrs. should bear ISI Certificationb and manufacturers name/trademark

100mm dia G.I. Bend confirming to IS No. 1239(pt-II/1992)

100mm dia G.I. Socket confirming to IS No. 1239(pt-II/1992)

100mm dia screw boss flange confirming to IS No. 6392/1971

100mm dia C.I. Sluice valve confirming to IS-14846/2000, part-1 with ISI mark, hand wheel, G M Fitting, brass spindle s/s 410 Spindle

100 mm dia N.R Valve

50 mm C.I. Air release valve with shaddle & fitting materials

Cost of 160mm dia C.I. Butterfly valve BS:5155/15 Kirloskar or equivalent make including all cost, conveyance, cess etc.

5/8" x 3" MS Full threaded Nut Bolt (Heavy Duty)

1/2" x 3" MS Full threaded Nut Bolt (Heavy Duty)

3mm (1/8") thick Rubber insertion

160mm dia HDPE Tail piece

Supply of High Density Plythelene 160mm dia HDPE Pipes (PE 80 PN 4) for water supply as per IS 4984/2016, Grades of materials, pre & post inspection, cess etc complete

160mm HDPE End cap

Cost of 160 mm x 160mm x 110mm GI Riser Tee with Accessories

160mm x 110mm dia HDPE reducing socket

cost of 160 mm dia slipon flange

cost of 160mm x 160mm x 160 mm dia HDPE Tee spigot design 6 kg

cost of 200mm x 100mm dia TW cap

Cost of TW Safeguard including labour charges

Cost of MS Door shutter & window shutter with grill including M.S Frame

Cost of primer

cost of paint

Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level in allivial soil strata by mud Rotary Rig drilling as required to suit the site condition as per the direction of Engineer in charge including use of ownRigs with its accessories,tools and plants and all consumables (like coir rope,cotton waste and bentonite powder etc. complete) etc. for lowering of finished bore suitable for lowering (minimum 400 mm dia.) of 200mm dia ASTM-PVC pipe for housing fitted with sockets and with or without well screen as per the necessity for the soft medium, hard and boulder formations.(GI/PVC casing pipes if required by the contractor to prevent collapse of over burden portion) including lower and withdrawing of casing pipes after drilling 200mm to 450mm dia in over burden portion with filling of mud-pit

Cost of 200mm dia PVC Casing pipe ASTM confirming to ISI (Sch 80)

Labour charges for cutting Transverse slot on 200 mm dia PVC ASTM pipe with slot size 1.5mm as per specification

Cost of 200mm dia PVC Well cap

Cost of 200mm dia PVC Cone

Cost of 200mm dia PVC Nipple

Supply of all Labour & T&P for lowering the 200mm dia (Sch.80) ASTM PVC Pipes as per the necessity from ground level & fitted & fixed up in perfectly verticaly position including cutting & threading of soltted pipe and fixing all jointing materials etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above excluding cost of fitting & joining materials.

Cleaning and developing the production well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge.

Supplying all materials, Labour T & P for packing the bore with washed gravel size (P-6) arround the well screen and pipes in good quality including cost of gravel, conveyance,royality,etc complete as per direction Engineer-in-charge.

Fitting of starter, mainswitch, Kitkat, Rotary switch in the panel box and fixing the panel box and the panel foundation connecting tropodure cable with main supply line and S/S cable with S/S Pumpset including transportation of materials to the work site etc.complete including Pump Chamber Wiring.

Making earthing with required earthing materials like Charcoal, Common salt, Conduit pipe, Soft solder, Alcape, Nuts & Bolts, Cable sockets etc. including excavation of earth pits of size (1.20m x1.20m x3.0m) for fixing of earthing pipes of size 37.5mm dia x 3.00M length with required slottings in pipe and fitting with 37.5mm dia G.I Flange including excavation of earthing trench for laying of earthing G.I Wire and filling the trench & pit after fixing of pipes on completion of earthing works including supply of all the materials, including transportation etc. complete as per the direction of the site Engineer in charge.

10 HP/7.5K.W. Submersible Pump set coupled with totally enclosed Water cooled squirrel cage induction motor with delivery discharge 900 LPM at 25mtrs. Head with cable, cable clip, support clamp etc. suitable for operation at 415+6%, -15% volt, 3 phase, 50Hz, AC power supply as per the particular mentioned in "Annexure- "A" enclosed with ISI mark.

Control panel board with Auto star-delta starter of sheet steel enclosure suitable for operation of squirel cage induction motors upto 15HP with 16 Amp (AC-3) duty contractor at 415 V+ 6%- 15%, 3 phase, 50Hz, AC supply with over load relay range 8.9 to 13.5 Amp and No Volt coil suitable for operation at voltage range of 350-440V and to provide dependable protection during overload and single phasing as per particulars mentioned in Annexure-"B" with ISI mark.

3 core X10mm PVC insulated (HD) armoured Electric Cable with Aluminium conductor for use in 3 phase power system of working voltage upto and including 1100 Volts at 50Hz confirming to IS 1554 (Pt-5)/1988 with ISI mark.

Tool Box

63 Amp Porceline Kit kat Fuse 415 Volt with ISI mark

63 Amp 415 Volt T.P.Main Switch confirming to IS 4064 (pt-I & pt-II) with utilisation category AC-22 with ISI mark and as approved by TPNODL

M.S Wall base frame with steel cover plate

Construction of 3 phase 11 KV HT line as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with 80 Sqmm AAA Conductor average span 40mtr , 11 KV "V" Cross arm required No.of 11 KV T & C Disc. polymer Insulators in tension point & 11 KV Pin Polymer insulators, Couping & Padding of Poles with all G.I.Channels. Danger Board at each Pole, Anti Climbing Devices, Stay Set at Bending point & double stay at end point with 18 mm G.I.H.T.Stay, concreting of Stay with Anchor plate, guarding at Road crossings etc if required. including cost of all materials, labour transportation,inspection & commissioning etc. complete.

Construction of Interposing Pole with as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with required No.of 11 KV T & C Disc. polymer Insulators in tension point ,& 11 KV Pin Polymer insulators, Couping & Padding of Poles with all G.I.Channels. Danger, Anti Climbing Devices, including cost of all materials, labour transportation,inspection & commissioning etc. complete.

Construction and erection of 11 /0.4 KV , 25 KVA Double Pole mounted Substation with 5mtrx3mtrx1.5mtr height mesonary toe wall /G.I. Flat fencing boundary wall with Flat with Polymer insulator ,L.T Dist Box with MCCB , Aluminim bus bar of single bay with kitkat fuse , sand filling and metal spearding with M.S.Grill gate ,all Channel matrials should be G.I , 7 Nos earthing with chamber with 3mtr

G.I pipe of 40mm dia with connecting of 25mmx 5mm G.I flat to all earthing including 25KVA BIS Leble-II Star rated Transformer confirming to RE Rules 1956, mounted on 2.44 Mtr. Long structure, supported in 300 kg 9 mtr long PSC pole,transformer hard channel & top channel made of 2.8 M long 100 X 50 X 6 mm G.I.Channel, Transformer belting on 2.80 M long 50mm X 50mm X 5 mm G.I.Angle, (all REC SPN Std.F-3) with all accessories like 3 pole 11 KV HG Fuse(F-5)& A.B.Switches(F-9) both mounted on 2.8 M long 75mm X 40mm X 6 mm G.I.Channel and supported by 1.0 M long 50 X 50 X 5 mm G.I.Angle, with 3 No. 11 KV Lightening Arrestors and Danger board at each Pole, Anti climbing Devices & all other necessary fittings i.e required size Nuts & Bolts, Brackets, Cable, Cable Sockets as per TPNOCL specification etc. including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning as per specification of TPNODL etc complete.