Remodelling of Khowra Irrigation Scheme under SOPD (BTC) for the Year 2024-25

Amount

Survey Works Carrying out block contour survey of the commanded area covering stream, dong, channel, road etc. and the whole area considering square block system and spot system and spot levels are to be within 30 M x 30 M for preparation of contour including clearing light jungles, chaining, pegging holding staff, unbrella and compass lining etc. where required, complete as directed.

Carrying out levelling survey, taking long section including cross section at 30 M interval of proposed canal system, aflux bund, guide bund, approach road and along the stream including chaining, pegging, holding staff carrying out instrument, clearing jungle etc., complete as directed.

Supplying wooden peg of different sizes including pointing one end etc.complete as directed.

Supplying wooden hammer of size 15 cm x 10 cm with 45 cm long & 5 cm wodden handle etc. complete as directed.

Construction of RCC BM Pillar of size 0.15 M X 0.10 M in proportion 1:2:4 with required reinforcement including E/W in excavation, brick soling, centering, shuttering and propping, etc, complete as directed

Construction of Pump House Earth work in excavation for foundation trenches including filling up sides of trenches and removal of spoils after completion of foundation , dressing, ramming, shoring etc. complete including bailing out water where necessary in ordinary soil.

C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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).

CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing including dewatering 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.(i) in proportion 1:4

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

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.

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. 12 mm Dia Reinforcement

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

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

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (Sal Wood)

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top/centre hung , with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted,including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.

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.

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Construction of Intake tank 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 mention in the approved drawing and as directed and specified. In ordinary soil

C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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).

CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing including dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed.(Shuttering, scaffolding cost will be paid separately)

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

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

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. 12 mm Dia Reinforcement

Construction of Kappier 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 mention in the approved drawing and as directed and specified. In ordinary soil

Collection of hard river gravel of size 13 mm to 38 mm free from dust and dirt from quarry including loading unloading etc. complete as directed.

Carriage of boulders/gravels/metal screening, stacking in measurable stacks at site complete as directed . ( Av Distance = 25 km )

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

C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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).

CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing including dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed.(Shuttering, scaffolding cost will be paid separately)

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

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. 12 mm Dia Reinforcement

Canal System Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head leadin sandy, clayey or loamy soil).

EXCAVATION OF DEPOSITED SILT ON CANAL BED Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary andcarrying and depositing the suitable earth on the top of both marginal embankment/side slopes inlayers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Bank Protection of at Intake Point 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).

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and complete as directed.

Carriage of boulders/gravels/metal screening, stacking in measurable stacks at site complete as directed . ( Av Distance = 25 km )

Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M, complete as directed.

Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. ii) With River Boulder

Bed Filling of Main Canal(0.00m to 743.00m) Collection of hard river gravel of size 13 mm to 38 mm free from dust and dirt from quarry including loading unloading etc. 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

C.C. Work in lined canal in prop1:2:4 with river shingles of size 6mm to 20 mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing themortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3Msides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth,cleanofall impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining cleanwater should be made at site)

Construction of collecting Tank CC work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) ( machine mixed )

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including ecessary curing , dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed.

Centering and shuttering including proping etc. Where necessary and removal of forms after completion of C.C and R.C.C works complete as directed. (Measurement to be taken on the face area timbered).

12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed. (Prop.1:3)

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).

Construction of Village Road Crossing Culvert Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

CC work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) ( machine mixed )

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including ecessary curing , dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed.

Centering and shuttering including proping etc. Where necessary and removal of forms after completion of C.C and R.C.C works complete as directed. (Measurement to be taken on the face area timbered).

12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed. (Prop.1:3)

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and complete as directed.

Carriage of boulders/gravels/metal screening, stacking in measurable stacks at site complete as directed . ( Av Distance = 25 km )

Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed.

Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m 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).

Collection of hard river gravel of size 13 mm to 38 mm free from dust and dirt from quarry including loading unloading etc. complete as directed.

Carriage of boulders/gravels/metal screening, stacking in measurable stacks at site complete as directed . ( Av Distance = 25 km )

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 Canal Crossing slab Culvert (2 nos) Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

CC work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) ( machine mixed ) i) Without Shuttering without dewatering

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including ecessary curing , dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).i) With Shuttering without dewatering

Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed.

Centering and shuttering including proping etc. Where necessary and removal of forms after completion of C.C and R.C.C works complete as directed. (Measurement to be taken on the face area timbered).

12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed. (Prop.1:3)

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and complete as directed.

Icarriage of boulders/gravels/metal screening, stacking in measurable stacks at site complete as directed . ( Av Distance = 25 km )

Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed.

Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.

CONSTRUCTION OF CANAL OUTLET Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

Supplying of R.C.C spun pipes of diameter 0.15 m with collar complete as directed.

Carriage of spun pipes with collars to the work site from departmental go-down in-cluding loading, unloading etc. complete as directed.

C.C work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt &other foreign materials including rodding / vibrating, bailing out of water where necessary and curing with supplying of all materials complete as directed (Temporary arrangement for obtain-ing clean water should be made at site. (Machine mixed)

Laying in position the R.C.C spun pipes with necessary collars including local carriage etc. complete as directed.

12 mm thick cement plastering including clearing the surface and curing etc. complte as directed. (Prop. 1:3)

Collection of sand at quarry free from dust & other foreign materials including screening etc, complete as directed.

Carriage of boulders/gravels/metal screening, stacking in measurable stacks at site complete as directed . ( Av Distance = 25 km )

Earthwork in back filling of structures obtained from outside borrow pits filling in 15 cm layers , ramming , dressing , watering , including paying compensation of land if any. ( with lead upto 30 m and lift 1.50 m )

HT Electrical Part Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line. (SOR (Electrical) 2023-24 Sl No. 6.2)

Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed. POLE LENGTH 9.75 Metres, Refilling with Hard Soil (Rates for more than 6 poles) (SOR (Electrical) 2023-24 Sl No. 6.3 C. I. (a))

Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed. (Size: 100mm × 50mm × 6mm × 2200 mm) (SOR (Electrical) 2023-24 Sl No.6.5.2.D)

Supplying and erection of MS Angle Cross Arm on Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed of Size 50mm × 50mm × 6mm, 2200 mm long. (SOR (Electrical) 2023-24 Sl No.6.5.3.C)

Supplying and Erection of 11 kV Polymeric Pin Insulator 5 kN on T Cross Arm/ Channel along with GI Pin, GI Nuts & Bolts including Drilling of Holes as directed. (SOR (Electrical) 2023-24 Sl No. 6.6.3.B)

Supplying and Erection of 3-φ 11 kV Gang Operated Air Break Switch of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps (SOR (Electrical) 2023-24 Sl No. 7.2.B)

Supply and Laying of 3(Three) Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed iii) Size of Cable : 70 mm2 × 3 Core ( Single Line)(SOR (Electrical) 2023-24 Sl No. 9.1.B)

Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling withhard soil packing upto the Ground Level as directed (SOR (Electrical) 2023-24 Sl No. 6.5.7.A)

TESTING & COMMISSIONING OF HT LINE Testing and commissioning of the 11kV line including making payment for necessary Inspection Fee and obtaining charging approval from competent authority (Electrical Inspectorate) as directed. (SOR (Electrical) 2023-24 Sl No. 7.15)

Transformer Sub Station RCC Slab on which Transformer is to be Palced (As Per Analysis Attached)

Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed. (Size: 100mm × 50mm × 6mm × 2200 mm) (SOR (Electrical) 2023-24 Sl No.6.5.2.D)

Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed. (SOR (Electrical) 2023-24 Sl No. 7.12)

Supplying and Erection of Metal oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps,Nuts & Bolts including drilling of holes and making necessary connection with Line Conductors as directed. (Size: 9 KV,10 KA with polymer body) (SOR (Electrical) 2023-24 Sl No. 7.1.D)

Supplying and Erection of 3-φ 11 kV Gang Operated Air Break Switch of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps (SOR (Electrical) 2023-24 Sl No. 7.2.B)

Supplying and Erection of 3-φ 11 kV Drop Out Fuse Unit of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. 400 Amps (SOR (Electrical) 2023-24 Sl No. 7.3.B)

Supply & Erection of C.I. Earth Pipe 100 mm dia x 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe as directed (SOR (Electrical) 2023-24Sl No. 7.9.1.B)

Supply & Erection of 8 SWG G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed (SOR (Electrical) 2023-24 Sl No. 7.9.2.B)

Providing security fencing around the S/S with GI chain link net,woven with 10 SWG wire with mesh 7.5cmx7.5cm to be erected on GI angle 40mmx40mmx5mm,with necessary C C grouting,with a fench height of 1.8 mtr,having a hinged door,fabricated with flat GI strip boundary and cross bracing,complete including supply of all materials excavation refilling etc as required and as directed (SOR (Electrical) 2023-24 Sl No. 7.16)

Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 100 kVA DTR of size (800mm × 1200mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 200 A 415 V FP MCCB, (50kA) making necessary connection through copper cable complete as directed. (SOR (Electrical) 2023-24 Sl No. 7.11.C)

Supply and Laying of Single Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed (Size of Cable : Size of Cable : 70 Sq mm × 1 core(4 line)) (SOR (Electrical) 2023-24 Sl No. 9.1.(A)(ii))

Erection of new transformer Supply including Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latest amendments) with all standard accessories erected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts . as required, and making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) (SOR (Electrical) 2023-24 Sl No. 8.1.4.A) Capacity : 160 kVA, 11 kV/0.433 kV, (5 Star Dyn), Al-wound with OLTC (A) Cost including Supply of Transformer

TESTING & COMMISSIONING OF TRANSFORMER Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following 100 kVA Capacity .Capacity : 160 kVA/ 200 kVA, 11 kV/0.433 kV (SOR (Electrical) 2023-24 Sl No. 8.2.2)

DOCUMENTATION Liaisoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed. (SOR (Electrical) 2023-24 Sl No. 8.3)

LT Electrical Part Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed. POLE LENGTH 8.5 Metres. Refilling with Hard Soil (SOR (Electrical) 2023-24 Sl No. 6.3.B.b)

Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as directed (AAA Raccoon Conductor - 7/3.81 mm) (SOR (Electrical) 2023-24 Sl No. 6.7.1.D)

Supplying and erection of MS Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed Of Size 75mm × 40mm × 6mm × 500 mm (SOR (Electrical) 2023-24 Sl No. 6.5.1.A)

Supplying and Erection of LT Pin Insulator 5 kN on Cross Arm along with GI Pin, GI Nuts & Bolts with washer including Drilling of Holes as directed (SOR (Electrical) 2023-24 Sl No. 6.6.1)

Supplying and Erection of LT Shackle Insulator 5 kN on Cross Arm along with GI Pin, GI Nuts & Bolts with washer including Drilling of Holes as directed (SOR (Electrical) 2023-24 Sl No. 6.6.2)

Supplying and Erection of LT Stay Set comprising of Stay Rod, 19mm dia × 1.8 m Anchor Plate, Bow, Thimble etc. including supply and erection of 7/12 SWG G I Stay Wire and LT Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m)to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm)and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed (SOR (Electrical) 2023-24 Sl No. 6.5.8 (A))

Supply and Laying of 3(Three) Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed. (Size of Cable : 35 mm2 × 3 Core ( Single Line)) (SOR (Electrical) 2023-24 Sl No. 9.1 (B)(i))

Supplying & Erection of Pipe Earth Station including supply of all materials with G I Pipe of following size perforated all over the body with 12 mm dia hole at standard spacing with necessary reducing socket, locking arrangement with hinge cover plate, funnel G I Nuts & Bolts etc. with necessary enclosure on the top including excavation and refilling as required and as directed. (Earth Station with 40 mm dia x 4.5 Metre long G.I Pipe) (SOR (Electrical) 2023-24 Sl No. 7.9.4.B)

Mechanical Centrifugal pump set with 60/70 LPS minimum discharge at 10.35 Mtrs Head, working efficienctly at head range (7.62-13.71) Mtrs coupled with 20 HP induction motor. Pump, Motor, Starter should be of reputed brand and as per IS specification. MOTOR : Conforming to IS : 325 - 1978 1. Make : MARATHON/ LUBI/ Kirloskar/ Crompton/ Havells 2. Type / Model : Squirrel cage TEFC 3. HP : 20 HP 4. RPM : 1450 5. Supply Voltage / Phase / Cycle : 415 V ± 10% 3 PH/ 50 Hz 6. Class of Motor Insulation : F PUMP :- Conforming to IS : 6595 Part – I 1. Make : LUBI/ Kirloskar 2. Type : Horizontal Axially Split Casing 3. Model : LHC 125 -250/ UP-125/30 A 4. Size ( Suction X Delivery ) : 150 mm x 125 mm 5. Head Range :7.62 – 13.71 M 6. Pump Input : 10.81 KW 7. Efficiency at duty Point : 78 % STARTER SUITABLE TO RUN ABOVE PUMP SETS: 1. Make : BCH/ Havells/ Equivalent 2. Model : NASALLEM 3. Type : FASD 4. Relay Range : 13 – 21 A BASE FRAME : Best quality MS frame of required size and shape for complete pump set. COUPLING : Best quality coupling of required size suitable for the pump set

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.60 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.90 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 3.00 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 2.00 Mtr. Long

Heavy Duty CI Foot Valve, Flange type, the holes of the flange should be drilled as per BSS No. 10, Part-1, Table-D. The materials of construction and all components of the Foot Valve should be strictly conform to IS : 10805-1986 and having marked with manufacture name and trade mark of 150 mm dia.

CIDF Sluice Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

CIDF Reflex Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- :- 150mm dia x 45º

Best quality PVC insulated unsheathed single core copper conductor cable(working voltage upto 1.1KV of ISI approved make. Size: 7/16 S.W.G

Installation of Centrifugal Pump set (Horizontal Split casing type, size: 150 mm(suction) x 125 mm dia. (delivery) of 60 LPS minimum discharge at 13.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1450 RPM squirrel cage induction motor of 20 HP complete set. The job includes necessary transportation of pump set to the site and installation of C.C. block foundation in proper position with accurate alignment by means of foundation nuts and bolts complete with all works.

Fitting, fixing and laying of G.I. Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe line for each pump set with 150mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing. The joints should be with the best quality pipe joining sets of required size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be completed in all respect from foot valve to the pump flange for suction side and from delivery flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessories must be proper painting.

Providing, fitting , fixing and erection of pipe supports for each pipeline at on interval of 3.00 Mtr. (approx) made of M.S. channel (ISMC 75) 1.50 Mtr. height with angle bracing erected on CC block of size 0.45mX0.30mX0.60m below ground.

Starter Stand: Supply & Installation of MS Starter Stand made of MS Angle of size 50mmx50mmx5mm including of providence C.C Block Foundation for installation of starter stand along with the required cement concrete works etc. The work includes painting of the starter stand with 1(one) coat of red oxide metal primer to be followed by 2(Two) coats of anticorrosive smoke grey paint to be applied after air drying of each previous coat.

Installation of Earth Station including supply of Earth continuity conductor materials, erection, connection of Earth Station with G.I pipe of 40mm dia. x 2Mt long with reducing sockets, nuts & bolts etc as per I.E Rule, connecting the motor etc by 8 SWG G.I wire through perforated G.I pipe with 12mm dia. holes all over the body of G.I pipe of standard spacing pointed at bottom end. For earth continuity conductor required of salt, charcoal to be used in the earth station.

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 16sqmm x 3 Core

Crompton Make DMB 10ACSL 1 H.P(0.75 KW) Electric Driven Centrifugal Mono-Block Pump Set (Suction-25 mm dia. & Suction-25 mm dia.)

D.O.L. Starter, 1.5 H.P/1.1 kw Over load Relay Range 8.9-13.5

Single pole M.C.B. 16A ICS

Installation, fitting, fixing of 1.0 HP mono block pump set (excluding cost of pump set), pipes and accessories for priming system at each point of a ELIS. The job consists of supply and fitting of items like Flexible PVC pipe, GI pipe, GI Tee, GI Elbow, GI Nipple, GI Socket Bronze valve, Foot valve, PVC insulated copper conductor etc and labour charges.

Abdul Motaleb (BID ID -257861)