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Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri, Jatiakhali, Jalpaiguri-West Bengal

Animal Resources Development Department has published Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri. Submission Date for this Tender is 01-11-2021. Non Vegetarian Tenders in Jatiakhali, Jalpaiguri West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

29528119
Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri
Open Tender
Indian
West Bengal
Jatiakhali, Jalpaiguri
01-11-2021

Tender Details

Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri Establishment For Environment Controlled Broiler Breeding Farm With Allied Works, Phase-Ii At Jatiakhali, Jalpaiguri

Key Value

Document Fees
Refer document
EMD
INR 2305954.0 /-
Tender Value
INR 11.52 Crore /-

BOQ Items

Name of Work : Establishment for Environment Controlled Broiler Breeding Farm with allied works, phase-II at Jatiakhali, Jalpaiguri
Sl. No. Item Description
1Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading ortacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
2Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation
3(ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
4Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
5Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety
6Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
7Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work Ground Floor
81st floor
92nd floor
10(e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m)
11Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness withrequiredbracingfor concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm shuttering without staging in foundation
12Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes. (i) Pakur Variety
13125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
14Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concreteas per IS : 456 and relevant special publications, ubmission of job mix formula after preliminary mix design after testing of concrete cubes as perdirection of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic eter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[usingconcrete mixture] M 25 Grade(i) Pakur Variety
15Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof ofroundoor/upto 4 m (i) Tor steel/Mild SteelI. SAIL/ TATA/RINL Ground Floor
16(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
17b) Anti termite treatment to back filling of the masonry foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with ater by weight at the rate of 7.5 Litres per sq. m. of the vertical surface of the substructure for each side of the foundation.. The work shall be carried out as per specificationescribed in 6.2.2. of code IS-6313 (part -II) 1981. (Mode of measurment will be vertical area treated.)
18Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
19Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:6 cement mortar (a) 20 mm thick plaster
2015 mm thick
21Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
22Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. (ii) 25 mm. thick
23M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
24M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.III) For built up sections / srtuctural members of specified sections weighing less than 22.5 Kg./m
25M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.i) For roof truss works a) Span up to 12 Mtr
26Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
27P.V.C- False Ceiling : Providing False Ceiling made with framework of steel tube of 40mm x 20mm of not less than 18 gauge,the long and cross section will be welded with each other1000mm to 1200mm part the entire framework will be fixed in wall using rawlplug or gutties or screws etc. and suspended from ceiling with M.S flat 19mmx3mm as necessary,the entire frame will be painted with red oxide. RINTED LAMINATED P.V.C Section 150mm x 12mmx 1.00mm (+/- 0.01mm) of approved quality and colour will be fixed on the frame so that the entireframework will not be visible from below P.V.C Sectionll be fixed with the frame with the help of self tapping steel screws including all materials and labour charges including fitting,fixing the same and hoisting including mending the damages in all respect and cost of paint as required as per direction of Engineerin- Charge . In ground floor.
28Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.(ii) 20 mm dia bolt. (c) 600 mm long
29Supplying, fitting and fixing PUF Insulated sandwich 60 mm thick & 1.0 m wide wall panels having PUR (density 40 ± 2 kg/cum & self extinguishing) conforming to IS:12436-1988 as core material with pre painted Galvanised sheet conforming to IS:14246-1995 of minimum thickness 0.5mm & minimum yieldstress 240 MPa with Zinc coating of minimum 120 gsm as per IS:277-1992 as skin on both faces affixed by self-bonding to generate minimum adhesive strength (foam to steel) 2.9 kg/cm 2 duly protected by 5-7 micron epoxy primer on both faces & polyester top coat of 15- 18 micron and shall be vertically joined together by tongue & groove joints & cam locks spaced @ 1m c/c along the joints to form a continuous wall and fixed by self-tapping GI screws with requisite length & number to the peripheral frame through "Ú" tracks/ rivets etc complete in all respects as per direction of the Engineer-in-Charge.
30Supplying, fitting and fixing PUF insulated sandwich roof panels of totalthickness not less than 30 mm having pre-coated Galvanised sheet conformingto IS:14246-1995 of minimum thickness 0.5 mm for top &.4mm for bottom with minimum yield stress 550 MPa and Zinc coating of minimum 120 gsm as per IS: 277-1992 as skin on both side of PUR core (density 40 ± 2 kg/cum & self extinguishing) affixed to generate minimum adhesive strength (foam to steel) 2.9 kg/cm 2 and external face is made corrugated in shape for GI and PUR both material. The crest height of the panel shall be of 28 mm to 35 mm minimum with 200 to 50mm c/c pitch. The Pre-coated sheet shall contain 5-7 microns epoxy primer over zinc coating on both side of the sheet and polyester top coat 15-18 microns. The PPGL/ PPGI Sheet shall have protective guard filmf minimum 25 microns to avoid scratches while transportation. The roof panels are laid over a frame work of trusses, columns and purlins fixed using 90 mm & above self drilling self tapping (SDST) screw with ubber washer including all types of fasteners, ridges and end capping as per structural design & direction of Engineer-in Charge complete in all respect. 30 mm thickness panel for roofs
31Double kontted wove wire 2.1 m height (17 bars) vertical 300 mm apart horizontal spacing starting from 88 mm ending 200 mm top and bottom wire 10g and all otherermediate and upright wire 9g with finished border 2 ply twisted fencing complete including tightening and fixing the same to posts with staples at every bar including cost of cutting and of lapping joints in net as necessary including cost of staples and wove wire.
32Expansion joint in floor roof etc. formed with V strips made of 22.5 cm wide strips of 24 gauge aluminium sheets with anchor arm projecting on each side (and end turned ) embedded in adjacent cement concrete, including shaping and finishing the edges on either side of the joint (including the cost of bituminous filler if any) complete as per irection of Engineer-in-Charge.
33Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC.In Ground Floor:(b) Two Coats
34Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer"s specification and as per direction of Engineer-in-Charge to be applied over crylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat) a) Normal Acrylic Emulsion
35Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparingthe surface throughly, complete as per manufacturer"s specification and as per direction of the EIC. (In Ground Floor)(b) Two Coatsii) Solvent based interior grade Acrylic Primer
36Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) :(Two coats)ii) Luxury Quality
37(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
38(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. includingusing of approved putty etc. on the surface, if necessary :b) On teel or other metal surface :(iv) Two coats (with any shade except white)
39Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
40Water Bound Macadam Base Course (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)B. Manual Means
41Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens). In ground floor.75mm x 25mm x 4.5mm x 2.7mm.
42Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer h) 5000 litre capacity
43Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(b) 1000 litre capacity
44Labour for punching hole in plastic water storage tank upto 50 mm dia.
45Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer"s specification for water ing layer in water tank etc. (No Departmental Cement is required)
46Supplying & laying 3mm thick pre fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer"s specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.).
47M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or crews etc. (length of straight not less than 230 mm)
48Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T(Reinforced Barbed Tape) Concertina fencing on wall top usingconcertina coils stretched to approx.6 meters length at sitelipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means ofsecurity fasteners (such as "C" clips, R.B.T clips etc.)
49Bituminious filler of approved type in expansion joints of dummy joints including finish the top surface as directed
50Labour for Chipping of concrete surface before taking up Plastering work.
51Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directedwithin a lead of 75 m.
52Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted withholder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre ine measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (A) For Exposed Work
53(ii) 15 mm dia. medium quality
54ii) 20 mm dia. medium quality
55(ii) 25 mm dia. medium quality
56(ii) 40 mm dia. medium quality
57(ii) 50 mm dia. medium quality
58(ii) 80 mm dia. medium quality
59(i) 100 mm dia. medium quality
60Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of allmaterials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials ith bituminous paint complete in all respect. (Payment will be made on thecentre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately)(viii) 80 mm dia. medium quality.
61Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(iv) 50 mm dia
62(ii) 80 mm dia
6325 mm dia
64(i) 100 mm dia
65Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to insidewalls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. with bazree(sail/tata/rinl)
66Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple,longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials inany position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for ccesories, specials.
6715 mm
6820 mm
6925 mm
7032 mm
7140 mm
7250mm
73Supply and installation of iron removal chamber with allied plumbing works as per below 1)Supply of Manganese dioxide (MnO2)Chamber , MS Vertical Vessel as per EIC (size 900mm x 1000mm )-1no2) Supply and installation ofIron Remover Chamber, M S Vessel Vertical (2100mm x 2400mm) -1no3) Suplly of Filter media forfilteration of water as per charatceristic of water -55bags4) Supply fitting fixing M S Pipe of approved make and brand as per direction of the Engineer - in - Charge 100mm dia-12mtr 5) Supply fitting fixingapproved make of Butter fly Valve as per direction of the Engineer - in - Charge100mm dia -3nos 6)Supply fitting fixing approved make M S Flange as per direction of the Engineer - in - Charge 100 mm dia -8nos 7) Painting with approvedquality paint and brand including smoothening surface by sand papering etc. on MS surface -1no8) Installation with inlet and outlet connection among Manganese dioxide (MnO2)Chamber , MS Vertical Vessel andIron Remover Chamber and MS Pipe-1no
74Supply of 3.5 core 400 sqmm PVC insulated 1100 Volt Al. Armoured XLPE cable.laying on existing cable duct/tray/U.G. Trench as per direction of EIC.Reputed make.
75Laying OFof 3.5 core 400 sqmm PVC insulated 1100 Volt Al. Armoured XLPE cable.laying on existing cable duct/tray/U.G. Trench as per direction of EIC.Reputed make.
76Supply and fixing of outdoor type location box size 1200mm x 900mm x 500mm having four legs of 750 mm made up with M.S. sheet and M.S. angle .Having four bar type 500Amp. Busbar, 315 Amp change over switch,3 Nos cut out,ammeter, voltmeter,400 amp MCCB, Selector switch, indicator lamppowder coated paints, double door with front and back side doors, locking & vantilation, earthing rangement complete.L&Tmake
77Earthing with 50 mm dia G.I. Pipe (TATA medium) X 3 mtrs. Long . 20 mm dia X 125 mm long galvanized bolt, double nuts, double washer including finishing both endsby making holes etc. and S & F 50 mm dia G.I. pipe (ISI medium) protection (3Mtr. Long) to be fitted with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mtrs.
78Extra for treatment of soil by using salt & charcoal or coke for plate electrode
79Top cover for earthing pitwith necessary brick work and MS Brackets work as per EIC
80Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading ortacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
81Supplying and fixing of earth busbar of galvanized (Hot Dip) MS flat 65 mm X 8 mmon wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washer, spacing insulators etc, as required.
82Supplying and fixing of earth busbar of galvanized (Hot Dip) MS flat 25 mm X 6 mmon wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washer, spacing insulators etc, as required.
83Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making in connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages (a) Solid GI wire (i) No. 4 SWG
84Supply of 3.5 core 185 sq.mm. PVC Insulated 1100 Volt AluminiumArmoredXLPEcable. Make:- Gloster, Havells, KEI or reputed make.
85laying of 3.5 core 185 sq.mm. PVC Insulated 1100 Volt AluminiumArmoredXLPEcable. Make:- Gloster, Havells, KEI or reputed make.
86Supply of 3.5 core 70sq.mm. PVC Insulated 1100 Volt AluminiumArmoredXLPEcable. Make:- Gloster, Havells, KEI or reputed make.
87Laying of 3.5 core 70sq.mm. PVC Insulated 1100 Volt AluminiumArmoredXLPEcable. Make:- Gloster, Havells, KEI or reputed make.
88Supply of 3.5 core 50sq.mm. PVC Insulated 1100 Volt AluminiumArmoredXLPEcable. Make:- Gloster, Havells, KEI or reputed make.
89Supply of 3.5 core 50sq.mm. PVC Insulated 1100 Volt AluminiumArmoredXLPEcable. Make:- Gloster, Havells, KEI or reputed make.
90Providing terminal joint for 3.5 core 400sq.mm. XLPE aluminium cable including supply and fixing all jointing materials as required.
91Finishing the end of following XLPE/ PVC armoured cable by crimping method including supplying and fixing solder less sockets (Dowels make), tapes, anticorrosive paste and jointing materials.
92A) 3.5 core X 400sq.mm.
93B) 3.0 core X 185 sq.mm.
94C) 3.5 core X 70 sq.mm.
95D)3.5 core X 50 sq.mm.
96Supply and fixing compressive type gland complete with Brass gland, Brass ring and rubber ring for dust and moisture –proof entry of XLPE/PVC armoured cable as below:-
97A) 3.5 core X 400 sq.mm.
98B) 3.0 core X185sq.mm.
99C) 3.5 core X 70 sq.mm.
100D)3.5 core X 50 sq.mm.
101S & F 9Litre capacity round fire bucket including S & F MS Hook and duly filled up by sand as directed by EIC.
102S & F 2 KG capacity Gas Pressure (DPC) Fire extinguisher MINIMEX/SUREX on wall including S&F MS Hook and directed by EIC.
103S & F best quality First Aid Box (Al. Body) as per PWD specification completed with all the item as required by rules of Sub Station on MS bracket on wall incl. mending good the damaged to original finish.
104S & F shock treatment chart pasted on hard board on wall with screw as required.
105S & F 11 KV grade rubber hand gloves.
106Supply and delivery 6’X3’X0.5” rubber mat for 11 KV sub station . Best quality and ISI approved.
107S & F E.I. Danger Board of size 20cm X 30cm. on wall.
108Arrangement of different types of routine test and commissioning of 1 transformer, 1 LT VCB and 1 LT Panel as per IS 2026 and commissioning the installation after obtaining the approval from the director of electricity as direction of EIC.
109Supply of 150 sqmm 3 ½ Cr. aluminium armoured cable (pwd_14- K-10), Make- KEI/Havells/Gloster
110Supply of 120 sqmm 3 ½ Cr. aluminium armoured cable (pwd_14- K-10), Make- KEI/Havells/Gloster
111Supply of 35 sqmm 3 ½ Cr. aluminium armoured cable (pwd_14- K-10), Make- KEI/Havells/Gloster
112Supply of 16 sqmm 4 Cr. aluminium armoured cable (pwd_14- K-10), Make- KEI/Havells/Gloster
113Supply of 300 sqmm 3 ½ Cr. aluminium armoured cable (pwd_14- K-10), Make- KEI/Havells/Gloster
114Supply of 1.5 sqmm 5 Cr. Copper armoured cable (pwd_14- K-11), Make- KEI/Havells/Gloster
115Supply of 1.5 sqmm 4 Cr. Copper armoured cable (pwd_14- K-11), Make- KEI/Havells/Gloster
116Supply of 1.5 sqmm 3 Cr. Copper armoured cable (pwd_14- K-11), Make- KEI/Havells/Gloster
117Supply of 1.5 sqmm 2 Cr. Copper unarmoured screen cable (pwd_14- K-11), Make- KEI/Havells/Gloster
118Supply of 2.5 sqmm 3 Cr. Copper armoured cable (pwd_14- K-11), Make- KEI/Havells/Gloster
119Supply of 2.5 sqmm 4 Cr. Copper armoured cable (pwd_14- K-11), Make- KEI/Havells/Gloster
120Supplying & fixing 20 amps TPN MCB [PWD-14, Pg-K-6]
121Supplying & fixing MCB Enclosure 2way [PWD-14, Pg-K-1]
122Supply & Fixing 240 V, 20A, plug socket with separate 20 A Piano key type switch (Brand approved by EIC) on sheet metal switch board embedded in wall incl. S & F 150x100x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required. [PWD_17, Pg- E-6, Sl- 22]
123Laying of two cables above 35 sqmm and upto 185 sqmm in an underground trench in single tier formation (horizontal), the trench size : 680 mm x 760 mm average depth, with brick protection on the top of each cable 8 (eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separator between the bricks and cables and also trench to be filled up with shifted soil, levelling up and restoring surface duly rammed (pwd_17, F-2, 2b)
124Supplying and fixing of 3 ½ Cr. 150 sqmmcompression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables. (pwd_17, F-4, 7d)
125M10 PVC Gland, 100mm pvc tie
126Supplying of 1KVA ONLINE UPS with Battery
127250Amp busber copper
128Supply & Installation of G.I. Steel Hexagonal Pole with inbuilt junction box (both inside and outside Galvanised)Heavy Type with sole plate, top cap, top arm and earthing arrangement etc. 7 Mtrs. Long.
129Erection of Single Steel tubular pole of length as givenwith sole plate & 4 nos. base bolts and nuts with required washer, base plate etc. in CC foundation (Proportion and dimension indicated below), having 450mm X 450mm X 900 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work-site including filling up the excavated earth pit with shifted soil and ramming properly.
130Supply, testing, fitting & fixing of out door type IP-65 Street Light Fittings ISI make 50Watt. Make Bajaj/ Philips/Starlite or any other similarreputed make.
131Supplying of PVC Aluminium Armoured 11 KV Grade 4 Core 16 Sq.mm. ISI make Cable. Make- KEI/ Gloster/Havells.
132Supplying of PVC Aluminium Armoured 11 KV Grade 2 Core 6 Sq.mm. ISI make Cable. Make- KEI/ Gloster/Havells.
133Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable withper metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed
134Laying of cable upto 3 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. Mending good damages and painting.
135Supplying and Fixing GI water proof looping cable box having hinged GI Top Cover having 4 mm thick with rubber gasket lining, railway type mechanical locking arrangement, earthing terminal with lug etc. of the following sizes as indicated below, Comprising of one 250 V, 15 A Kit-Kat fuse unit, one NL on porcelain insulator etc. and housing the same in pole muffing incl. addition and alteration to the existing CC muffing (6:3:1) after dismantling the damaged looping cable box etc. where necy. incl. painting
136Charges for necessary drawing and design as per site
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