Lamuchuk Sariyani LIS under SOPD-G for the year 2025-26 under Dhakuakhana Naoboicha Division, Irrigation, Dhakuakhana Package no. 03

Amount

Construction of Approach Road

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). (A) Ordinary Soil

Construction of granular sub-base by providing well graded material, spreading inn uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Using Grading II material

Providing and laying of inter locking concrete block pavement : Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints

Construction of Pump House

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : 2.2.1 All kinds of soil

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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 onlysteel members shall be measured for payment) 10.11.1 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)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

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

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

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 (zone-III) : 6 graded stone aggregate 20 mm nominal size)

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.

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)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre of approved manufracturer and of required shade and colour all complete to acheive even shade and colour: 13.41.1: New work (two or more coats) over and including water thinable priming coat with cement primer having voc content less than 50 gram 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer

Construction of Underground PVC Pipe distribution system

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

Supplying, fitting, fixing PVC Pipes (IS 4985, 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). 250 mm dia

Supplying, fitting, fixing PVC Pipes (IS 4985, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. 200 mm dia

160mm dia

110mm dia

90mm dia

Supplying, fitting, fixing PVC riser pipes with solvent cement, testing leakages etc. complete as directed. 90mm dia

Supplying, fitting, fixing PVC unequal tee(Bush Type) joining with pipes with solvent cement, testing leakages etc. complete as directed. Size 250 mm x 250 mm x 200 mm

Supplying, fitting, fixing PVC unequal tee/ Equal Tee joining with pipes with solvent cement, testing leakages etc. complete as directed. Size 160 mm x 160 mm x 110 mm

Size 110 mm x 110 mm x 90 mm

Size 200 mm x 200 mm x 200 mm

Size 160 mm x 160 mm x 160 mm

Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed. Size 250 mm x 200 mm

Size 200 mm x 160 mm

Size 200 mm x 110 mm

Size 160 mm x 110 mm

Size 110 mm x 90 mm

Supplying, fitting, fixing, joining of PVC Bend (90o) fitting with solvent cement as per specification including local carriage, testing leakage etc. complete as directed. Size 90 mm x 90 mm

Supplying, fitting, fixing 90 mm dia Butterfly Valve at the top of PVC rising pipe of spout chamber as per specification including local carriage, complete as directed

Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed.Size, 90mm x 63mm

Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed.

Construction of Spout Chamber (25 Nos)

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).

R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed wit

Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C and R.C.C. works as directed complete. (C) Shuttering (Column)

Supplying, fitting, fixing PVC Pipes (IS 12818, 4 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. 110mm dia

Supplying fitting & fixing & laying reinforcement (TATA) in position in R.C.C work including cutting bending creaking with two piles 0.91 m (20 B.W.G) annealed wire hooking tying complete as directed.

Construction of Supporting Pillar

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.

Soling in foundation in floor at all level including filling interstices, ramming etc. complete as directed and specified thickness 9 cm 1st class brick on flat including sand packing.

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,dewatering with necessary timber shuttering, scaffolding etc. where necessary,complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting & fixing & laying reinforcement (BIS approved quality)in position in R.C.C work including cutting bending creaking with two piles 0.91 m (20 B.W.G) annealed wire hooking tying complete as directed.

RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing,dewatering etc. 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 C.C and R.C.C. works as directed complete.

12 mm thick cement plastering including clearing surface and curing complete as directed. (ii) in proportion 1:4

Construction of Sign Board

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.

Construction of Boundary Fencing

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. (a) In ordinary soil

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.

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).

R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed.

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). Shuttering (Column)

Shuttering (Beams) without props

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

Supplying fitting & fixing & laying reinforcement TATA) in position in R.C.C work including cutting bending creaking with two piles 0.91 m (20 B.W.G) annealed wire hooking tying complete as directed.

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 40x40x5 mild steel angle (ISA 40x40x5)

Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately).

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

Bank Protection Work

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 . (i) With blasted boulder

Construction of 1.00 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.(i) With blasted boulder

Collection of blasted boulder of size 15 cm to 23 cm including stacking in measurable stacks not more than 1.00 M in height at quarry site and making payment of forest royalty etc, complete as directed.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.(A) For Normal Road upto 25.00 KM(Rs. 43.69/Km) (ii) With Contractor's Profit & GST

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.

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).

Mechanical Part Suction Side :

ELECTRIC MOTOR DRIVEN CENTRIFUGAL PUMPSET: The pump should be Horizontal axially split casing type with CI impeller with required discharge range in LPS, head range in Metre and to be coupled with TEFC squirrel cage induction motor having temperature rise limited to B class and temperature rise of winding to F class of insulation to be connected to power source 400 / 440 Volts, 3 phase, 50 cycle complete with Automatic Star Delta type starter panel with protection against under voltage, overload etc. and both the motor and pump to be mounted on same best quality MS frame. Centrifugal Pump Set Model No : UP 100/35 (KBL MAKE) or equivalent make/model with 25/ 30/ 40 LPS minimum discharge at 35/ 30/ 25 Mtrs Head coupled with 20 HP 4 pole induction motor. (Rate of pump set is inclusive of all accessories like Starter Panel, Base Frame, Coupling, Coupling guard, Foundation Nuts & Bolts, etc.)

Installation of Pump Set : The job includes necessary transportation of pump set and all required accessories to the site and its installation on Barge/ Pump House (whatever the case may be) in proper position with accurate alignment by means of welding, etc. /foundation nuts and bolts, etc. (depending on whether the pump set is to be installed on Barge or Pump House; any civil works will be measured as extra) along with all required electrical connection (necessary electric cable/ wire, etc. will be measured as extra) for the work including testing & commissioning at site at full load condition complete with all works as directed.

CI Foot Valve: 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 strictly conform to IS : 10805 - 1986 and having marked with manufacturer’s name and trade mark. Size : 200 mm dia.

CIDF Taper as per IS Specification having holes of flange as per BSS No. 10, Part-1, Table-D : 200 mm x 150 mm x 0.3 m L

Fabricated M.S. Short Pipe with both ends M.S. flanged having drilled as per BSS No. 10, Part-1, Table-D. Fabricated M.S. Pipes are made from M.S. plate of 6mm thick after cutting by oxy-acetylene flame in proper size and shape by bending and properly welded by Electric Arc welding. The M.S.flanges are to be welded at both ends and aligned properly. The whole assembly should be leak proof and good surface finished : 200 mm dia x 0.3/0.6/1.0/2.0/3.0 mtr. Long (Various lengths as per requirement of site) a) 200 mm dia x 0.3 m

b) 200 mm dia x 0.6 m

c) 200 mm dia x 1.0 m

d) 200 mm dia x 2.0 m

e) 200 mm dia x 3.0 m

CIDF Bend as per IS specification having holes of flange as per BSS NO. 10, Part - I, Table – D, 200 mm dia x 90º

CIDF Bend as per IS specification having holes of flange as per BSS NO. 10, Part - I, Table – D, 200 mm dia x 45º

CIDF Bend as per IS specification having holes of flange as per BSS NO. 10, Part - I, Table – D, 200 mm dia x 22.5º

Pipe jointing set complete with 6 mm thick moulded Rubber Gasket, M.S. Nuts & bolts with washer suitable for 200 mm dia flanged pipe

Delivery Side : Fabricated M.S. Short Pipe with both ends M.S. flanged having drilled as per BSS No. 10, Part-1, Table-D. Fabricated M.S. Pipes are made from M.S. plate of 6mm thick after cutting by oxy—acetylene flame in proper size and shape by bending and properly welded by Electric Arc welding. The M.S.flanges are to be welded at both ends and aligned properly. The whole assembly should be leak proof and good surface finished 150 mm x 0.3/0.6/1.0/2.0/3.0 mtr. Long (Various lengths as per requirement of site) : a) 150 mm dia x 0.3 m

b) 150 mm dia x 0.6 m

c) 150 mm dia x 1.0 m

d) 150 mm dia x 2.0 m

e) 150 mm dia x 3.0 m

CIDF Taper as per IS Specification having holes of flange as per BSS No. 10, Part-1, Table-D : 100 mm x 150 mm x 0.3 m

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 150 mm dia x 90º

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 150 mm dia x 45º

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 150 mm dia x 22½º

Pipe jointing set complete with 6 mm thick moulded Rubber Gasket, M.S. Nuts & bolts with washer suitable for 150 mm dia flanged pipe

Supply, Fitting-fixing of Heavy duty CIDF Reflex valve, swing check type, with bypass arrangement, horizontal operating. The holes of the flange to be as per BSS No. 10, Part-I, Table- D and the material, construction and all components should strictly conform to IS : 5312 (Part-I) – 2004 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed/ as per drawing along with HD GI flange, pipe jointing set and painting in complete as directed : Size : 150 mm

Supply, Fitting-fixing of Heavy duty CIDF sluice valve inside screw, non raising, vertical spindle type with hand wheel operation, need for water purpose. The rotation of closing should be counter clock wise. The holes of the flange should be drilled as per BSS No. 10, part-I, Table-D. All materials construction and components should strictly conform to IS: 14846 – 2000 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed/ as per drawing along with HD GI flange, pipe jointing materials and painting in complete as directed : Size : 150 mm

M.S.Pipe Jointing Manifold : (Detailed specification as per Drawing) (a) 3-inlets of 150 mm dia. & single outlet of 300 mm dia

CIDF Taper as per IS Specification having holes of flange as per BSS No. 10, Part-1, Table-D : 300 mm x 250 mm x 0.3 m L (Three inlets)

Fabricated M.S. Short Pipe with both ends M.S. flanged having drilled as per BSS No. 10, Part-1, Table-D. Fabricated M.S. Pipes are made from M.S. plate of 6mm thick after cutting by oxy—acetylene flame in proper size and shape by bending and properly welded by Electric Arc welding. The M.S.flanges are to be welded at both ends and aligned properly. The whole assembly should be leak proof and good surface finished. a) 250 mm dia x 0.3 m

b) 250 mm dia x 0.6 m

c) 250 mm dia x 1.0 m

d) 250 mm dia x 2.0 m

e) 250 mm dia x 3.0 m

KVMC Make CI/ DI Angle type Pressure Relief Valve flanged in 250 mm dia

CIDF Air Valve conforming to IS : 14845 suitable for following diameter pipe of size : 250 mm dia

CIDF Bend as per IS specification having holes of flange as per BSS NO. 10, Part - I, Table – D, 250 mm dia x 45 0 degree

Pipe jointing set complete with 6 mm thick moulded Rubber Gasket, M.S. Nuts & bolts with washer suitable for 250 mm dia flanged pipe

Pipe jointing set complete with 6 mm thick moulded Rubber Gasket, M.S. Nuts & bolts with washer suitable for 300 mm dia flanged pipe

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 0.45 m x 0.30 m x 0.60 m below ground.

Installation, fitting fixing including supply of 1.0 HP monoblock pump set (for priming of Centrefugal Pump Sets), Starter, Overhead storage tank, pipes and accessories, etc. for primming system at each point of a ELIS. The job also include 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 complete and as directed by the Department.

Transportation @ 5% on Ex-godown, Guwahati to site on items in Sl No. (Pumpset, Tapers, Pressure Relief Valve & Air Valves, etc. which are Market Price)

Installation, Fitting, fixing, laying, etc. @ 10% of material cost (exlucding Pump Set & its installation, Sluice Valve 150 mm, Reflux Valve 150 mm, Pipe Support, Priming) : Description of job : (a) Laying, fitting, fixing and connection of Suction pipe lines of 150/200 mm dia. M.S/ G.I Pipes (or whichever required as per practical site condition) of different length, fabricated M.S/ G.I. pipes of different length, fabricated Bends, Tappers, Reducers/ Enlargers including Foot Valves, etc. for Suction Side (of all Pump Sets) & Pipe Jointing Manifolds, etc. for delivery side of all Pump Sets with 125/150/200/250/300 mm dia. (or whichever required as per practical site condition) M.S/ G.I. pipes of different length, fabricated M.S/ G.I. pipes of different length, Flexible Rubber Hose Pipes (if required), Bends, etc. as would be required for the job as per drawing complete & as directed including successful testing & trial run at full load condition. Installation of Air Valve, Pressure Relief Valve, Mechanism for building of requisite pressure, etc. is also within the scope of job. (b) All the joints should be made with the best quality Pipe Joining Sets of required size comprising of 60 mm thick Black Moulded Rubber Gasket, necessary Nuts, Bolts and Washer, etc. (c) Every joints should be air and water tight in suction & delivery sides.The pipes lines along with all accessories must be coated with proper painting wherever necessary. (d) The above job also includes installation of all the above mentioned items in proper position maintaining accurate alignment with the Pump Sets & pipelines with all accessories required for free flow of water as per designed discharge at every discharge outlet in the piping network upto the tail end without any hindrance as well as supply of labour & materials required for the job including testing & trial run at full load condition upto the full satisfaction of the Department complete and as directed.

Electrical Part HT Line

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.

Surveying and finalising the suitable tapping point in existing nearby 11 kV line in consultation with APDCL and Departmental Officers, marking the alignment of the line considering Right of Way,Feasibility etc. as required and as directed (A)For first 500 M

(B)For every subsequent 100 M beyond 500 M Length

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)

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. (75mm × 40mm × 6mm × 2200 mm)

Supplying and erection of MS T Cross Arm for 11 kV Line on PSC Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed

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.

Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

Supplying and Erection of Hardware Fittings (3u bolt) on existing MS / GI Channel Cross Arm with GI Nuts and Bolts for mounting 11 kV Disc Insulator 45kN as directed

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 (D) AAA Raccoon Conductor - 7/3.81 mm

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 with hard soil packing upto the Ground Level as directed

Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed

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. (Irrg. Elect. SOR Sl No. 7.15)

TRANSFORMER SUB STATION

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)

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)

Erection & Commissioning LTCT Trivector electronic energy meter including making necessary payment to APDCL for CTs, meter security etc. as reqd and as directed.

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)

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)

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)

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

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

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

Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 63 kVA DTR of size (800mm × 1000mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 125 A 415 V FP MCCB, (35kA) making necessary connection through copper cable complete as directed..

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 : 95 Sq mm × 1 core(4 line)

ERECTION OF NEW TRNSFORMER

Supply including Erection of 5 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 ) Capacity : 63 kVA, 11 kV/0.433 kV (5 Star Dyn) - Al wound (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 (63 kVA Capacity).

Load Security

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.

LT Electrical Part

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))

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)

Supplying fitting fixing of LT Power Capacitor 415 Volt AC 3 φ (Single Unit) of following KVAR Rating and making connection with Busbar in the existing Panel. The Capacitor is to be placed in existing Platform. (6 KVAR)

Supplying fabrication and erection of Iron Angle Stand for erection of LT Power Capacitor made of M S Angle of size 30 mm x 30 mm x 5 mm with 4 Nos. legs 400 mm high and cross pieces having Bakelite Sheet Horizontal Platform as directed Size of the Frame : (300 mm x 300 mm) x 400 mm

Total Cost of MAIN LT PANEL BOARD Supplying including fitting, fixing & connection of TPN Main Switch (SDF) with HRC Fuses, 415 V AC, in Sheet-Steel Housing of following current ratings to be fitted in existing Angle Iron Frame/Wall with Clamps, Nuts & Bolts and all other necessary materials as directed including drilling of holes as required (Capacity 160 A) (95 Sq mm × 3½ core)

Supply and Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 95 mm2 × 3.5 Core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of trench of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5 cm + 7.5 cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed

External Illumination

Supplying & Erection of Swaged Type Steel Tubular Pole of following lengths and specifications for overhead Electric Lines with necessary Base Plate and Top Cap including digging of Earth Pit to a depth ⅕th of the Pole Length, refilling and necessary CC work (45cm x 45 cm) in 1:3:6 proportion from bottom upto 45 cm above the Ground Level with hard ramming including painting of the pole as directed A. Steel Tubular Pole 410 SP-9, 7.5 m long (IS 2713-Part III 1980)

Supply and Laying of 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 as required and as directed A.i)Size of Cable : 10 Sq mm x 2 core

Bajaj/Equivalent make 500 Watt Halogen Flood Light Luminaires Complete set

Internal wiring & Misc. Items PVC board (Best Quality) 200mmX250mm

Flush type switch (ISI approved) 5 Amp

Flush type socket (3 pin) 15 amp

Batten holder

CFL Bulb (Bajaj/Philips/Equivalent ISI approved 15 watt

P.V.C conduit pipe (berlia or equivalent) thickness 1.5mm (20mm dia)

P.V.C Elbow (20mm)

P.V.C Tee (20mm)

Plastic gutka 25/37mm with washer long

M.S Screw assorted size

Maltistand copper conductor , pvc/ XL PE insulated armoured, pvc sheathed,1100Volt,Armoured cable confirming to IS :1554(P-1)/7098(P-1)with leatest amendments of crystal ii 2 core, 2.5 sqmm

M. Seal for general purpose

Charcoal

M.S Nuts & bolts(assorted size

M.S Washer (assorted size)

Electricaly Tested Rubber Hand Gloves as per IS Specification No.47701968/1991 up 11 kv

fire grip/miniaser or equivalent make ISS maked with ISO 0001 35 fire extinguisher DCP(dry cemical powder)type complete with all accssiroise. 5kg capacity

Black/Red Electrical registance rubber sheet one side chequrred & other side with cloth finished tasted upto 15KVAR as per ISS of ISI approve 1.81 mtr (L)X0.9mtr (B)X10mm(T)(persident or eqivelent make)

PVC Tap(25mtr role )

Al lug of best quality ( 50 sqmm)

PVC Saddle 20mm

NAVA JYOTI CHETIA (BID ID -287136)