D T W Irrigation Scheme at Tingkhong LAC_Baghmora and Tipomia Gaon _5 Points under SOPD for the year 2019_20 under Dibrugarh Division_ I_ Dibrugarh

Amount

Boring of Well Points (For 5 Points)

Movement of Rig & accessories to drilling site and back to HQ

Cost of making bore hole , up to a depth of 110 M by RC Drilling Rig and diameter of bore hole 0.65 M

Cost of PVC casing pipe and ribbed filter

Cost of lowering / installation of tube-well assembly

Cost of Shrouding of Tube Well assembly by river pea gravel for a depth of 110 M

Cost of Developing of Tube Well by Air Compressor for 48 hours to get sand free discharge of Waterassembly by river gravel for a depth of 110 M

Miscelleneous items

Cost of supply, laying & installation of delivery pipes and accessories including surge tank

Underground PVC Distribution system (For 5 Points)

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A) (i) For normal lead of 30 M and lift of 1.50 M In all types of soils (except soil mixed with gravel and boulders)

Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). a)200 mm dia

b)160 mm dia

c)110 mm dia

Supplying, fitting, fixing 110 mm dia PVC rising pipe from the toe of main line including local carriage, testing leakage etc, complete as directed.

Supplying, fitting, fixing PVC unequal tee joining with pipes with solvent cement, testing leakages etc, complete as directed. A)200mm x 200mm x 160mm

B)160mm x 160mm x 110mm

Supplying, fitting, fixing PVC equal tee joining with pipes with solvent cement testing leakages etc, complete as directed. (i) Size : 110 mm x 110 mm x 110 mm

Supplying, fitting, fixing PVC bend pipe size joining with pipes with solvent cement, testing leakages etc complete as directed. i) For 110mm/90°

Supplying, fitting, fixing, joining of PVC end cap fitting with solvent cement as per specification including local carriage, testing leakage etc, complete as directed. i) For 110 mm dia

Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed. A)200mm x 160 mm

B)160mm x 110 mm

Cost of 110 mm dia PVC End Cap

Cost of PVC Tail Piece

Construction of Spout Chamber ( For 75 Nos.)

Earthwork in excavation trenches of wall, retaining wall, footing of column, steps and septic tank including refilling the quantity as necessary after the complete of work breaking clods in return filling dressing watering and ramming etc. and removing surplus earth all lead and lift up to 2.00m as directed and specified in following classification of soil including bailing out water where necessary up to a depth of below the existing G.L. mentioned in approved drawing and as directed in the specification in ordinary soil.

Soling in foundation and under floor including filling interstices ramming etc, complete as directed and as specified thickness. (i) 9 cm brick on flat including sand packing.

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (a) Shuttering (Column)

Supply and Installation of 20 HP Submersibble Pump sets (For 5 Points)

Supply of submersible pump set, ISI marked conforming to IS; 8034-2000 Complete with approx 20mtrs of standard length of column pipe (as per IS: 1239 part-II) of required diameter with suitable pump, motor, starter, fitting and all other accessories. The column pipe of 20 mtr (approx) length should consist 6 nos. of 3 mtr length & 1 no. of 2 mtr length each column pipe should have both end threaded and one end socketed. The efficiency of the pump should not be below 70% of the rated duty point. (I) Submersible pump sets with 20 HP motor suitable for discharge capacity approximately 0.0567 cumec at 30 mtr head

Installation of submersible pump set including fitting, fixing lowering of column pipe assembly and making MS Angle (Size : ISA50) joint clamp to be welded to 150 mm dia column pipes for each joint including supply of 3 (Three) nos. of nuts & bolts (HT) of size 16mm x 200mm long at site including testing commissioning and carriage from work shop to site as necessary as directed for 20 HP

Construction of Pump House (For 5 Pts.)

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing groundlevel as mentioned in the approved drawing andcomplete as directed and specified. In ordinary soil

Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering complete. (a) brick flat soling

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13mm to 25 mm including curing, dewatering with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). A)For Column

B) For beam

C)For Slab

RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. In prop 1:3

1st class brick nogged wall in cement morter including racking out joints and curing complete as directed in super structure above plinth upto 1st floor level (A) 112 mm thick brick wall (a) in cement morter in prop 1:4

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. In prop 1:4

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed.

Providing, fitting and fixing steel windows/ ventilators (openable) of standard rolled steel sections as per relevant I.S. Code-1038 joints mitred and welded with 15mmx3mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device and steel handles, peg stays of 300mm long etc. complete as per drawing including applying a priming coat of red-lead paint.

Providing, fitting and fixing powder coated pressed steel door frame made of 1.25mm/ 1.6mm thick sheet of various sizes with necessary hinge jamb, lock jamb, head and steel base ties at the bottom of the frame. The whole frame shall be welded or rigidly fixed together by mechanical means with base ties of pressed mild steel angle of size 20x20x1.25mm thick. Frame to be filled up with 1:4:8 P.C.C. after fitting the frame with brick/ concrete works etc.complete as directed by the department for all levels. (P.C.C. to be measured and paid for seperately). 1.60mm thick sheet. Size 125mm x 60mm (Single rebate)

Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wall surface to give an even shade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth.

Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem "Rakshak" brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department.

Finishing wall with two coats of acrylic emulsion exterior paint of approved brand of required shade, thinning by adding water as per the specification of manufacture after thorughly brushing the surface to remove all dirtand remains powdered materials as specified and directed by the department

Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161 1998

Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlins etc. 0.63 mm Thick

Labour for sinking tube well with 40mm (internal) dia G.I. Pipes up to having strata, having potable water including fitting and fixing strainer hand pump and other accessories as directed complete as in any soil.

Supplying fitting and fixing Hand pump for 40 mm dia tube well with all accessories complete as directed.

Supplying with fitting and fixing sheet steel, phosphatised, powder painted Single door surface mounting MCB DB incorporated with bas-bar, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. complete with making necessary connection as approved, specified and directed by the deptt. (ABB, Schneider MG, legrand, Hager, Crabtree xpro make) 6 way SPN single door

Wiring for light/ fan/ call bell point with 3x1.5 sq. mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel or Equivalent Make as approved by the Deptt.) with flat 19 mm ISI marked casing 'n' capping (AKG / Precision/ Presto Plast/ Polycab/ MW or equivalent make as approved by the Deptt.) in surface system, including 6 Amp flush type switch/ bell push (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.) GI/ MS switch board (ISI marked) with phenolic laminated sheet cover, ceiling rose etc. complete as directed and specified by the Deptt. Long point up to 10.00 metre. Length.

Wiring for 5/6 pin 16 Amps power plug point with 4 sq. mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel or Equivalent Make as approved by the Deptt.) with flat 19 mm ISI marked casing 'n' capping (AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) in surface system, including providing and fixing 5/6 pin 16 Amps flush type socket outlets and 16 Amps flush type switch ( Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.),GI/ MS switch board (I.S.I. marked) with phenolic laminated sheet cover earth continuity with 2.5 sq. mm cable to the 3rd pin of the socket as required complete. Long point up to 10.00 metre. Length.

Supplying and fixing of Switch/Socket flush type (Anchor Penta PC CHERRY /Gold medal /Kolor kany.kom/Havells or equivalent make as approved by the Deptt.) on the existing PVC/ MS board including connection as approved by the Deptt. complete as required.

Supplying and fixing of Plain Pendent holder (Anchor Penta PC CHERRY /Gold medal /Kolor kany.kom/Havells or equivalent make as approved by the Deptt.) with twin twisted flexible cord including connection as approved by the Deptt. complete ( without Lamp)

Supplying and fixing of Switch & Socket combine , I.S.I. approved (Anchor Penta PC CHERRY /Gold medal /Kolor kany.kom/Havells or equivalent make as approved by the Deptt.) on existing PVC/ MS board including connection as approved by the Deptt. complete as required

Supplying and fitting of 11/15 Watt CFL lamp in the existing batten holder/angle holder/decorative bracket/bulk head fitting/ pendent holder etc. as specified and directed by the deptt.

Supplying fixing I.C.T.P and N link Main Switch with rewire able fuses of 500 Volt grade( HPL/ GECO / ANCHOR or equivalent make) including drilling boards/iron frames and fixing with bolts and nuts and connection as approved by the Deptt. complete as required. 16/20 Amps Capacity T.P.N

Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Construction of Goat Proof Fencing (For 5 Pts.)

Earthwork in excavation in foundation of canalstructures in all types of soils as per design and drawingincluding dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). In all types of soils (except soil mixed with gravel and boulders) For normal lead of 30 M and lift of 1.50 M

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed.in proportion 1:4

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying, fitting and fixing goat proof wire fencing 1070mm high with horizontal wire spacing at 130 mm, 130mm, 150mm, 150mm, 180mm and 180mm from bottom onwards and vertical wires at 100mm apart top and bottom wires should be of 8 S.W G. and intermediate and vertical wire should be of 10S.W.G.with angle iron posts specified in item no 17.7 above including supplying, fitting and fixing with necessary straining eye bolts and staples etc. and painting one coat to all iron posts etc. with anti-corrosive black paint etc. complete as directed and specified(intermediate and straining post should be placed not more than 4000mm and not less than 3000 mm apart and all posts embedded in C.C. pillars of size 300mm x 300mm x 600mm in prop 1:3:6).

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 40mm x 40mm x 6mm M.S. angle and with M.S. flat of 40mm x 6mm size as per approved design.Necessary locking arrangement for temporary closing the gate and 2nos.( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillers as necessary including a red oxide painting to all iron works as directed and specified.(Separate payment will be made for posts).

Earthwork in filling in all soils in plinth, canal embankment and bed filling as per CuM design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Construction of 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme (Line Length=370 Mtr)

25KVA, 11/0.43 KV Transformer

LT Trivector meter with in built CT

LT CT 50/5 A

PSC Pole 9.75 m long

11KV XLPE Cable 3 core 120 sq. Mm

11 KV Gang operated switch 400A

11 KV D.O. Fuse 150 A

11 KV 9 KA Lightening arrestor station type

Cable tie

Anchor clamp wedge Type LT ABC as per NFC Standard

Suspension clamp as per NFC standard

Eye Hook/Eye bolt

Pole clamp of GI flate 50 x 6 mm

Insulated waterproof Bimetallic lug for transformer connection (Set contains 5 nos. of lug as per cable) as per NFC Std.

Insulating piercing connector IPC P2x95 for DB charging as per NFC Std.

Insulating piercing connector IPC P2x95 for ABC to ABC Tee connection as per NFC Std.

Cable End caps for ABC Cable

Insulated Crimping type Midspan Joint (Set contains 5 Nos. Ferruls as per cable) as per NFC STd.

GI Ch. Cross Arm (75x 40 x6 x2200mm)

GI Ch. Cross Arm (100x50x6x2200mm)

HT Pole Clamp of MS Flate 50 x 6mm

HT Stay Set

GI angle (50 x50 x6) for X bracing

HT Guy insulator

GI wire 7/10 SWG for stay wire

Metering cabinet

MCCB 100 Amp

LT Cable single core 50 sqmm (Al)

CI Earth pipe 1.8 mtr long

GI wire 8SWG for earthing

Grouting of PSC pole

Al Lug (assorted size)

Gi nuts & bolts with GI washer

11KV Danger Plate

Sundry materials

5% Transportation & Handling (5% of Sum of item No. 8.1 to 8.35)

15% Labour Charge (15% of Sum of item No. 8.1 to 8.36)

15% supervision charge on labour (15% of 8.37)

Stamp Paper for agreement, treasury challan for Energization & all other assessories required for complete commissioning of the point

Meter Security (15 KW)

Load Security (15 KW)

Construction of 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme (Line Length=420 Mtr)

25KVA, 11/0.43 KV Transformer

LT Trivector meter with in built CT

LT CT 50/5 A

PSC Pole 9.75 m long

11KV XLPE Cable 3 core 120 sq. Mm

11 KV Gang operated switch 400A

11 KV D.O. Fuse 150 A

11 KV 9 KA Lightening arrestor station type

Cable tie

Anchor clamp wedge Type LT ABC as per NFC Standard

Suspension clamp as per NFC standard

Eye Hook/Eye bolt

Pole clamp of GI flate 50 x 6 mm

Insulated waterproof Bimetallic lug for transformer connection (Set contains 5 nos. of lug as per cable) as per NFC Std.

Insulating piercing connector IPC P2x95 for DB charging as per NFC Std.

Insulating piercing connector IPC P2x95 for ABC to ABC Tee connection as per NFC Std.

Cable End caps for ABC Cable

Insulated Crimping type Midspan Joint (Set contains 5 Nos. Ferruls as per cable) as per NFC STd.

GI Ch. Cross Arm (75x 40 x6 x2200mm)

GI Ch. Cross Arm (100x50x6x2200mm)

HT Pole Clamp of MS Flate 50 x 6mm

HT Stay Set

GI angle (50 x50 x6) for X braing

HT Guy insulator

GI wire 7/10 SWG for stay wire

Metering cabinet

MCCB 100 Amp

LT Cable single core 50 sqmm (Al)

CI Earth pipe 1.8 mtr long

GI wire 8SWG for earthing

Grouting of PSC pole

Al Lug (assorted size)

Gi nuts & bolts with GI washer

11KV Danger Plate

Sundry materials

5% Transportation & Handling (5% of Sum of item No. 9.1 to 9.35)

15% Labour Charge (15% of Sum of item No. 9.1 to 9.36)

15% supervision charge on labour (15% of 9.37)

Stamp Paper for agreement, treasury challan for Energization & all other assessories required for complete commissioning of the point

Meter Security (15 KW)

Load Security (15 KW)

Construction of 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme (Line Length=600 Mtr)

25KVA, 11/0.43 KV Transformer

LT Trivector meter with in built CT

LT CT 50/5 A

PSC Pole 9.75 m long

11KV XLPE Cable 3 core 120 sq. Mm

11 KV Gang operated switch 400A

11 KV D.O. Fuse 150 A

11 KV 9 KA Lightening arrestor station type

Cable tie

Anchor clamp wedge Type LT ABC as per NFC Standard

Suspension clamp as per NFC standard

Eye Hook/Eye bolt

Pole clamp of GI flate 50 x 6 mm

Insulated waterproof Bimetallic lug for transformer connection (Set contains 5 nos. of lug as per cable) as per NFC Std.

Insulating piercing connector IPC P2x95 for DB charging as per NFC Std.

Insulating piercing connector IPC P2x95 for ABC to ABC Tee connection as per NFC Std.

Cable End caps for ABC Cable

Insulated Crimping type Midspan Joint (Set contains 5 Nos. Ferruls as per cable) as per NFC STd.

GI Ch. Cross Arm (75x 40 x6 x2200mm)

GI Ch. Cross Arm (100x50x6x2200mm)

HT Pole Clamp of MS Flate 50 x 6mm

HT Stay Set

GI angle (50 x50 x6) for X braing

HT Guy insulator

GI wire 7/10 SWG for stay wire

Metering cabinet

MCCB 100 Amp

LT Cable single core 50 sqmm (Al)

CI Earth pipe 1.8 mtr long

GI wire 8SWG for earthing

Grouting of PSC pole

Al Lug (assorted size)

Gi nuts & bolts with GI washer

11KV Danger Plate

Sundry materials

5% Transportation & Handling (5% of Sum of item No. 10.1 to 10.35)

15% Labour Charge (15% of Sum of item No. 10.1 to 10.36)

15% Supervision charge on Labour (15% on 10.37)

Stamp Paper for agreement, treasury challan for Energization & all other assessories required for complete commissioning of the point

Meter Security (15 KW)

Load Security (15 KW)

Construction of 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme (Line Length=300 Mtr)

25KVA, 11/0.43 KV Transformer

LT Trivector meter with in built CT

LT CT 50/5 A

PSC Pole 9.75 m long

11KV XLPE Cable 3 core 120 sq. Mm

11 KV Gang operated switch 400A

11 KV D.O. Fuse 150 A

11 KV 9 KA Lightening arrestor station type

Cable tie

Anchor clamp wedge Type LT ABC as per NFC Standard

Suspension clamp as per NFC standard

Eye Hook/Eye bolt

Pole clamp of GI flate 50 x 6 mm

Insulated waterproof Bimetallic lug for transformer connection (Set contains 5 nos. of lug as per cable) as per NFC Std.

Insulating piercing connector IPC P2x95 for DB charging as per NFC Std.

Insulating piercing connector IPC P2x95 for ABC to ABC Tee connection as per NFC Std.

Cable End caps for ABC Cable

Insulated Crimping type Midspan Joint (Set contains 5 Nos. Ferruls as per cable) as per NFC STd.

GI Ch. Cross Arm (75x 40 x6 x2200mm)

GI Ch. Cross Arm (100x50x6x2200mm)

HT Pole Clamp of MS Flate 50 x 6mm

HT Stay Set

GI angle (50 x50 x6) for X braing

HT Guy insulator

GI wire 7/10 SWG for stay wire

Metering cabinet

MCCB 100 Amp

LT Cable single core 50 sqmm (Al)

CI Earth pipe 1.8 mtr long

GI wire 8SWG for earthing

Grouting of PSC pole

Al Lug (assorted size)

Gi nuts & bolts with GI washer

11KV Danger Plate

Sundry materials

5% Transportation & Handling (5% of Sum of item No. 10.1 to 10.35)

15% Labour Charge (15% of Sum of item No. 10.1 to 10.36)

15% Supervision Charge (15% on Item No. 10.37)

Stamp Paper for agreement, treasury challan for Energization & all other assessories required for complete commissioning of the point

Meter Security (15 KW)

Load Security (15 KW)

Construction of 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme (Line Length=250 Mtr)

25KVA, 11/0.43 KV Transformer

LT Trivector meter with in built CT

LT CT 50/5 A

PSC Pole 9.75 m long

11KV XLPE Cable 3 core 120 sq. Mm

11 KV Gang operated switch 400A

11 KV D.O. Fuse 150 A

11 KV 9 KA Lightening arrestor station type

Cable tie

Anchor clamp wedge Type LT ABC as per NFC Standard

Suspension clamp as per NFC standard

Eye Hook/Eye bolt

Pole clamp of GI flate 50 x 6 mm

Insulated waterproof Bimetallic lug for transformer connection (Set contains 5 nos. of lug as per cable) as per NFC Std.

Insulating piercing connector IPC P2x95 for DB charging as per NFC Std.

Insulating piercing connector IPC P2x95 for ABC to ABC Tee connection as per NFC Std.

Cable End caps for ABC Cable

Insulated Crimping type Midspan Joint (Set contains 5 Nos. Ferruls as per cable) as per NFC STd.

GI Ch. Cross Arm (75x 40 x6 x2200mm)

GI Ch. Cross Arm (100x50x6x2200mm)

HT Pole Clamp of MS Flate 50 x 6mm

HT Stay Set

GI angle (50 x50 x6) for X braing

HT Guy insulator

GI wire 7/10 SWG for stay wire

Metering cabinet

MCCB 100 Amp

LT Cable single core 50 sqmm (Al)

CI Earth pipe 1.8 mtr long

GI wire 8SWG for earthing

Grouting of PSC pole

Al Lug (assorted size)

Gi nuts & bolts with GI washer

11KV Danger Plate

Sundry materials

5% Transportation & Handling (5% of Sum of item No. 10.1 to 10.35)

15% Labour Charge (15% of Sum of item No. 10.1 to 10.36)

15% Supervision Charge (15% on Item No. 10.37)

Stamp Paper for agreement, treasury challan for Energization & all other assessories required for complete commissioning of the point

Meter Security (15 KW)

Load Security (15 KW)

LT panel Control Board (For 3 Points)

Cabinet for LT Control panel (floor mounting). The cabinet shall be made out of 16 SWG CI sheet & 30mmx30mmx5mm MS angle with folded & welded construction with legs for erecting on floor, painted in two coats of red oxide primer, followed by two coats of enamel paints. The lamp cabinet shall be filled with dismantling doors provided with screws & lock & key, provision shall be made for mounting main switch, ammeter, voltmeter, cellular switch etc. as per specifications. [Box size 400mm (L) X 200mm (B) X 400mm (H); total height with legs =700mm for 1 x 20 HP motor]

Panel door hinge [male & female type]

Door jack [best quality]

Panel door knob with nuts.

Panel door lock & key.

MS Nuts & Bolts of assorted size.

MS Washer of assorted size

MS screw of assorted size

PVC Tape ¾” RYB.

100Amp 500V TPN switch fuse unit with 3 nos x 100amp HRC fuse to be used as main incoming isolator.

96 sq.mm CT operated Ammeter 1.50% accuracy industrial gradeA conforming to IS 1248-1968(B-S-18-1954) & suitable for AC supply of ESSMA make 0-100 Amps

96 sq.mm outdoor type Voltmeter grade “A” conforming to IS 1248 suitable for AC supply of ESSMA make (0-500V)

Supplying of current transformer for meeting duty wounded on Bakelite housing 0.50 KVA as per IS specifications of AE make 100/5 Amps.

Supplying of TP type 415V, 50Hz. AC rotary switch of VKS make.

Low tension power capacitor (single unit) suitable for AC 15/500V, 50Hz, 3 Ph AC Supply duly tested conforming to IS 2834-1964 of Bajaj make.

Pilot indicating lamp to indicate the incoming power line (RBY).

Jewel lamp for “ON” indication.

On-Off push button switch suitable for panel mounting of SEIMENS make.

300Amp Porcelain Cut-Out for 3 Ph line.

1.50MT Star Delta starter 20HP of L & T make.

LT Flat cable for submergible motor [20HP].

40W Tube light set with complete fittings.

Low tension HRC fuse (D/N) knife type 415/500V, 50Hz, AC supply for breaking capacitor 120 KA of L & T make. [32 Amps]

SPN main switch 16/15 Amps.

Best quality teak wood sun mica covered board 6” x 8”

Flush type switch [5 amps]

Black/Red electrical rubber sheet, one side with chequrred & the other side with cloth finished tested up to 15 KVA as per IS specifications of approved [1.81m x 0.90m x 10mm]

Laying of 3 ½ cone x 50mm2 1.1 gd. PVC armored conductor cable in single line& connection of the same at both the ends with heavy duty copper sockets of reqd. rating including supply & fitting of cable gland at cable extension box from LT side of the transformer to MLTSB the cable is to be under grounded on preparation of trench 75 rules.

Laying & connection of 3 x 25mm 1.1 KV grid PVC armored aluminum conductor cable from the feeder main switch of the MLTSB to LTSB including fitting, fixing of reqd. cable gland sockets boxes etc.

Erection of 4 nos. of earthling station of following specifications reqd. for earthling of MLTSB & shall be done 30m x 4mm size GI strip at two separate points as per IE Rules

Charcoal

Earth contacting conductor of 7/12 SWG G. I.

Cable lug of assorted size.

Construction of Approach Road (Point No. 1)

Earthwork in filling in Marginal bund / Guide bank /Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Collection of sand gravel (40% sand and 60% gravel ofsize 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

Construction of Approach Road (Point No. 2)

Earthwork in filling in Marginal bund / Guide bank /Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Collection of sand gravel (40% sand and 60% gravel ofsize 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

Construction of Approach Road (Point No. 3)

Earthwork in filling in Marginal bund / Guide bank /Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Collection of sand gravel (40% sand and 60% gravel ofsize 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

Construction of Approach Road (Point No. 4)

Earthwork in filling in Marginal bund / Guide bank /Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Collection of sand gravel (40% sand and 60% gravel ofsize 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

Construction of Hume Pipe Culvert (3 Points)

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

CC work in proportion 1:2:4 in foundation/ abutment/ piers/ wing walls etc. with hard broken stone aggregateof size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Providing Hume pipe NP-3 of300 mm dia

Carriage charge

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) In proportion 1:4

12 mm cement plastering including clearing surface and curing, complete as directed.

Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Compaction of earthwork by hand roller in canal embankment, bed, approach road etc complete as directed.

Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.

Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M, complete as directed.

Construction of Hume Pipe Culvert (3 Points)

Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed.

T N T Projects Ltd