NIET 32 of 2025-26 Sl no. 4 Development of Civil and Electrical Infrastructures of Barjora MSME Industrial Park (Phase-I), in the district Bankura.

TOTAL

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NUMBER #

Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)

Earthwork in filling, in compound, tank, lowland, ditches, etc. with good earth in layers not exceeding 150 mm including breaking clods and consolidating the same by ramming and dressing completely. With carried earth arranged by the contractor within a radius of 5 Km but not exceeding 10 Km including cost of carried earth

Embankment Construction with Fly ash / Pond ash available from coal or lignite burning Thermal Plants as waste material Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans with lead upto 1000 m as per Technical Specification Clause 306 for Rural Roads of MORD

Felling trees of the girth (measured at a height of 1 m above ground level),including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

Beyond 60 cm girth upto and including 120 cm girth

Beyond 120 cm girth upto and including 240 cm girth

Supplying and Planting of different plant / trees

Foxtail palm of plants ht. 180-210 cm bottom girth 25-30 cm well developed in big size HDPE bags

Supply and stacking of Dalbergia sissoo (Seasam) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge

Making gabions from old tar or bitumen drums after cutting strips 75 mm wide x 300 mm long including fitting and fixing in position using 1½ No of drums for each gabion including cost of drums.

Boundary

Earth Work in excavation for foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required.

Depth of Excavation not exceeding 1500mm

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary 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

Ordinary Cement concrete (mix 1:1.5:3) 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

In Ground floor including roof

Hire 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)

25 mm to 30 mm shuttering without staging in foundation

Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

In foundation and ground floor

Reinforcement 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 . (i) Tor steel/Mild Steel . A. Other than SAIL/ TATA/RINL

For works in foundation and upto roof of ground floor/upto 4 m

200 mm. thick Brick work with Fly Ash Bricks set in cement sand mortar (1:6) including raking out joints, curing, scaffolding etc. complete in all respect. (a) In ground floor

Earth 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

Plaster (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

In Ground floor including roof

Artificial 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. In ground floor. (a) 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement . 35mm thick

ln Ground Floor, 25mm thick

M.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. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof

For structural members of specified sections weighing less than 22.5 Kg./m

Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped 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 of security fasteners (such as 'C' clips, R.B.T clips etc.)

M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.

Grill weighing above 16 Kg./sq.mtr and above

For Grill Gates

For supplying fitting and fixing bottom rollers including all labour comple

Supplying, fitting, fixing in position rails on any surface.

Applying 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 exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) Two Coat

In Ground floor

Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. (a) Two Coats

In Ground floor

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary

a) With super gloss (hi-gloss), with any shade except white &black . 2 Coats

On steel or other metal surface : With super gloss (hi-gloss). Two coats (with any shade except white

Security Room

Earth Work in excavation for foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required.

Depth of Excavation not exceeding 1500mm

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary 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

200 mm. thick Brick work with Fly Ash Bricks set in cement sand mortar (1:6) including raking out joints, curing, scaffolding etc. complete in all respect. (a) In ground floor

In Foundation and Plinth

In Super Structure, ground floor

40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures.

Ordinary Cement concrete (mix 1:1.5:3) 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

In Ground floor including roof

Hire 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

In foundation and ground floor

Reinforcement 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 . (i) Tor steel/Mild Steel . A. Other Than SAIL/ TATA/RINL

For works in foundation and upto roof of ground floor/upto 4 m

Earth 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

Filling in foundation or plinth by Yellow Finesand 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)

Plaster (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, 20mm thick

In Ground floor including roof

With 1:4 cement mortar, 10mm thick

In Ground floor including roof

Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisfy IS: 4020 door testing performance criteria. (a) 66mm x 70mm

Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. In ground floor (a) 32mm thick

Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white . For 2- Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr

M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (a) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr

In Ground floor

Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:

225mm long x 10mm dia. bolt

Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete

Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete

With continuous plate base (Hexagonal/ Round rod). 150 mm grip x 10 mm dia rod.

Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987

4mm thick clear glass

Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) . (a) 40mm X 6mm, 125mm Length

Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).

In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N

In Ground Floor

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m

Supplying & 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.).

Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick)

In Ground Floor

Applying 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 preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor)

2 Coats : Water based interior grade Acrylic Primer

Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats

Applying 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 exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) Two Coat

Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. (a) Two Coats

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary

a) With super gloss (hi-gloss), with any shade except white &black . 2 Coats

On steel or other metal surface : With super gloss (hi-gloss). Two coats (with any shade except white

Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Grading-III

Grading-V

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) ). Manual Means

Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) . Manual Means

80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc.as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering complete, including cost of sand but excluding cost of base, sub base course & subgrade preparation) complete as per direction of Engineer-in-Charge (a) Grey

Water Supply

Earth Work in excavation for foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required.

Depth of Excavation not exceeding 1500mm

Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :

150 mm dia Ductile Iron Double Flanged

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, anufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.

Sluice valve chamber with C.I. heavy cover with locking arrangement, (weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick cement concrete (6:3:1) bed with stone chips, 20 mm thick cement plaster (6:1) for inside wall and 15 mm thick cement plaster (4:1) for outer walls including rounding corners.

Drain

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking 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

Depth of excavation not exceeding 1,500 mm.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ground Floor

Cement concrete with graded stone ballast (40 mm size excluding shuttering) 1:3:6 propoetion In ground floor (A) [Pakur Variety

Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application.

600 mm internal dia

Constructing Inspection pit to a depth of 1.5 metre (inside), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick cement concrete with stone chips (1:3:6) including necessary earth work, fitting and fixing approved type S.W. master trap, constructing masonry invert with cement concrete (1:1.5:3) with stone chips, plastering inside and outside (outside upto 300 mm below G.L.) with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying,fitting and fixing one 560 mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests 150 mm above adjucent G.L., cement plaster (1:4) 10 mm thick on all external surfaces of the top slab as directed complete in all respect and removal of surplus earth with all costs of labour and materials (excluding the cost of master trap & R.C.C. Manhole cover-560mm dia only).

900 mm X 750 mm (inside) chamber including fitting and fixing S.W. master trap of 150 mm dia. of approved make A) With Pakur variety (Other than SAIL/TATA/RINL).

Extra for additional depth beyond 1.5 metre

Constructing 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 inside walls 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.

i) With Pakur variety (Other than SAIL/TATA/RINL).Excluding the cost of 560mm dia R.C.C. Manhole cover

Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)

25 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 680 mm X 90 mm Frame: 800 mm X 165 mm opening: 500mm Weight: 196 kg (approx

15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx)

Earth 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)

With earth obtained from excavation of foundation

Electrical works

Erection of single 8 m octagonal pole with RCC foundation (Proportion & dimension indicated below) (Base: 1200x1200x375 mm; Column: 450x450x1500 mm) thick RCC ( 3:1.5:1) base block below sole pole with hard jhama metal incl RCC 4:2:1 (muffing 0.30 mtrs above ground level incl, 3mm thick neat cemented finish)

Supply of HDPE Pipe conforming to IS - 4984 - 1985 [PE - 63] (6kg/sq cm): 63mm (Dia) (Make: Supreme/Oriplast/Ashirbad as appd by EIC) & laying underground trench 460 mm wide x 760 mm average depth, including filling the trench with shifted soil, leveling up and restoring surface duly rammed

Supply of HDPE conforming to conforming to IS - 4984 - 1985 [PE - 63] (6kg/sq cm) : 40 mm Dia (Make: Supreme/Oriplast/Ashirbad as appd by EIC) & laying underground trench 460 mm wide x 760 mm average depth, including filling the trench with shifted soil, leveling up and restoring surface duly rammed

Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below :

For 4 core 10 sqmm

For 4 core 35 sqmm

2 Core 10 sq.mm. PVC Al. armoured cable

Finishing of the XLPE/PVC insulated armoured cable ends by soldering with cable sockets and insulated tapes etc., including supplying sockets, soldering materials, tapes etc. and making connection to switch, BDB and BBC etc.

For 4 core 10 sqmm

For 4 core 35 sqmm

2 Core 10 sq.mm. PVC Al. armoured cable

Supply And drawing 2 x1.5 sqmm. copper wire for LED module connection and SMPS connection.+2 Nos board

Excavation of soil for installation of Earth Electrode and filling & ramming. For Soft Soil

Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By TATA-Medium GI pipe

Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe

Extra for treatment of soil by using salt & charcoal or coke for plate electrode

Connecting the equipments body to earth busbar including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.

Installation the feeder pillar box only on cement brick foundation including plastering and neat cementing as per specification, direction and drawing of E.I.C. b) For Large size feeder pillar box.

Supplying & fixing medium gauge GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required.

100 mm Dia.

50 mm Dia.

Item Rate BoQ

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Supply & delivery of 8 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 135 mm A/F, top 70mm A/F, sheet thickness 4mm on provided foundation including bracket (1 m length) Make-Bajaj/Volmount/Transrail/ as approved by EIC

Supply & delivery of 3 C x 1.5 sq. mm. PVC Flexible copper cable. 1.1 kv Gr./ Three Core , Flexible PVC insulated and PVC sheathed cable, nominal cross section are of conductor (Copper) 1.5 sqmm., 1100 Volt Grade ISI marked (conforming to IS- 694) (Make :- KEI/Polycab/Gloster as approved by EIC)

Supply & fixing of the "Outdoor Street Light 90 W LED Luminaire" with lamp, ignitor, controlgear, hinged front frame with glass cover etc. complete. The installation shall confirm IS : 732.1989 & amended upto date. The rate shall be inclusive of fixing & mounting accessories. approved by EIC. Complete in all respect. Philips/ Havells, Cat No: ENDURASUNDOWNSL90 WLED765PASYBOTG/WIPRO as approved by EIC

Supply & Delivery of 4 CORE, 10 SQMM, XLPE ELECTRIC POWER CABLE:Voltage grade: 1.1 KV No of Core: 4 Nominal Area of Cross section: 10 Sq.mm , Conductor: Aluminum stranded conductor complying with IS: 8130 - 1984 with latest amendment if any, Core Insulation: XLPE insulated,Core identification: Colour coded , Inner Sheath: Wrapped /extruded with thermoplastics materials.Armouring: Galvanized single steel strip armouring Outer Sheath: Polyvinyl Chloride (PVC), BIS Specification: Conforming to IS: 7098 Part - 1 with latest amendment if any and marked with ISI.Drum length : 500 Meter ± 5 %. (Make-KEI/Polycab/Gloster/ R R Cable as approved by EIC)

4 CORE, 35 SQMM, XLPE ELECTRIC POWER CABLE: Voltage grade: 1.1 KV No of Core: 4,Nominal Area of Cross section: 35 Sq.mm ,Conductor: Aluminum stranded conductor complying with IS: 8130 - 1984 with latest amendment if any, Core Insulation: XLPE insulated,Core identification: Colour coded , Inner Sheath: Wrapped / Extruded with thermoplastic materials Armouring: Galvanized Single steel strip armouring Outer Sheath: Polyvinyl Chloride (PVC), BIS Specification: Conforming to IS: 7098 Part - 1 with latest amendment if any and ISI Marked. (Make-KEI/Polycab/Gloster/ R R Cable/ as approved by EIC)

Supply of feeder piller box (floor mounted type) of size 1500 x 1000 x 750 mm made by 3 mm thickness CRCA sheet and 50x50x6 MS Angle frame) with 900 mm Legs made up of 40x40x5 MS Angle with two door locking system for street light control incl following switchgears(Make: L&T/Havells as appd by EIC), and painting as per direction of EIC

200 A Cu Busbar -4 Nos. (min-1 mtr lenghth each)

Danger Board-2 Nos.

Incoming:-

100A 4P MCCB - 1 No.

Supply & delivery of the following Current Transformer (Make: KAPPA/AE): Ratio:- 100/5A - 3 Nos.

LED Indication Lamp (R/Y/B) - 3 Nos.

6A SP MCB-3 Nos.

Surge Protection Device 15kA Type -2 - 1 No., 3P+N(Cat no. - AUSP023PN15) or equivalent

Outgoing:-

Street Light Control:

40A TPN MCB - 1 No.

Digital Time Switch - 1 No. (Cat no. - AUTSD2DIG00) or equivalent

Supply and fixing of 415volt, 50 Hz, 4P, power contactor (Make: L&T/ABB/Schneider/ Simence/ GE) having contact block of the following range: 9-25Amp, 1NO/1NC - 1 No.

6-32A SP MCB, 10 kA - 12 Nos.

For Signage & security room

16 A DP MCB - 1 No.

Supply, Fabrication, Fixing and fitting of angle iron frame fabricated from 75mmX50mmx6mm MS C Channel with cross 40x40x6 mm MS angle & redial support including six numbers 6inches X 6inches x10 mm MS base plate for fixing on the structure with all necessary welding & fabrication. the structure shall be proper welding as per instruction of E.I.C including painting as directed by E.I.C

Supply & Fixing of angle iron frame fabricated from 50mmX50mmsquare four no. hollow bar with cross angle & redial support including.one number 40X40mm x6 mm angle iron support in the middle for the sign board for size 16 ft with suitable three nos cross angle support welded with six nos angle hook in equal space for fixing on the structure with all necessary welding & fabrication. the structure shall rest in both side with 40mmX40mm approximate length up to 4ft behind the ACP board structure for back support poper welding as per instruction of E.I.C including painting as directed by E.I.C 3 Nos board

Supply and fixing ACP back lit LED sign board made 3 mm thick ACP sheet(Alstrong/aludacore) finished with approved metallic colour as back ground(Deep Blue) after router cutting. The riser structure also shall be covered with ACP sheet.(Front side & back side ACP sheet) (including 4 side are moulded by ACP) LED board. =3 nos board (Make-Astariglas/UB or equivalent as approved by EIC)

Supply & Fixing special type of imported 62.5 mm thick acylic sheet having dimention of 375 mm dia Biswa Bangla & National Emblem on ACP board. =2 Nos board (Make-Astariglas/UB as approved by EIC)

Supply & Fixing special type of imported 62.5 mm thick acylic sheet having dimention of 375 mm dia WBSIDCL industrial logo on ACP board. = 2Nos board (Make-Astariglas/UB as approved by EIC)

Supply and fixing special type of imported acrylic letter (3 mm thick) projected on the ACP board 62.5 mm. The letter font shall be in horizontal line. 3 Nos. board (Make-Astariglas/UB as approved by EIC)

Supply and fixing special type of imported acrylic letter (4 mm thick) projected on the ACP board 62.5 mm. The letter font shall be in horizontal line with vynile cutting pasting letter, having dimention (For official website and email.= 3 Nos board (Make-Astariglas/UB as approved by EIC)

S&F 230V, .70 Watt LED module inside the acylic sheet letter. One run for each letter including wiring ( Make- GOQ/Osram/ Aries of Samsung chip as appd by EIC)= 3 Nos board

S & F water proof 200 watt power supply system IP65, 50/60Hz frequency, 108 to 305V , AC power supply,.085 power factor for LED lamp. (Union or equivalent (Make-Astariglas/UB or equivalent as approved by EIC) ).=3 Nos board

supply and fixing 50 mm x 25 mm alumminium channel having length 3 Nos board

Transportation cost for taking away the LED sign board from Company's workshop to work site incl loading/unloading .

Timer Panel consisting of: i) Enclosure: 450 mm x300 mm x 200 mm (Sheet Thickness 2 mm) ii) Time Switch: AUTS01ANA00 (L&T)-1 iii) 32A TPN MCB: (L&T)-1 iv) 32 A Contactor-MNX 32(L&T)-1 v) 6A SPN MCB-(L&T)-1 vi) Toggle Switch-1 vii) Indicating Lamp viii) Interconnecting Wires

Supply & Laying of 2cx10 sqmm Al. Unarmoured cale 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 (Make -R R Cable/ KEI/ Polycab as appd by EIC)

Erection of MS C Channel in CC foundation (Proportion and dimension indicated below), having 600x600x150 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.

Supply & Fixing Sintex make SMC Junction box for ( Size: 155x100x60 mm) Cat No. GSJB 1510

Supply & drawing of 2Cx 10 sqmm, 1.1KV Al. armour, XLPE Armoured cable as directed by EIC. Through HDPE pipe (Make -Supreme/ Oriplast/ Ashirbad (Make:-KEI /Polycab/Havells/ Gloster/ R R Cable as appd by EIC)

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