Formation of Internal roads, Footpath including Construction of RCC storm water drain, Culvert and Providing Street lights system at Food Park in SIPCOT Industrial Park, Tindivanam

Amount

Part A - Formation of Roads & Footpath

Clearing light Jungle on road side including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness..etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officers.

Earthwork excavation in all stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to the required depth as may be directed except in hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary, depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 meter and lifts as specified hereunder etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officials (excluding refilling)

Forming embankment using excavated earth (25Km initial lead) having CBR value not less than 13.8% which has to compacted properly and form a stable embankment including cost, loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 250 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 95% proctor density for the soil below the top of 0.5 meter height of subgrade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VI) with power roller rolling and other construction equipment’s approved by engineer-in-charge and finishing the embankment at 95% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. (Forming Embankment at 95% Compaction) .etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officers (Perumukkal village of Tindivanam Taluk IN Viluppuram District)

Providing and laying of Earth filling including cost and conveyance with lead of 25KM the same to or site from approved quarry including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading.etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officers.

Supplying and filling in foundation and basement with Gravel in layers not exceeding 150 mm thickness well watered rammed and consolidated including cost of gravel .etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officers.

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading-V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev -5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges,.etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officer

Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 115mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 502 of MORT & H specifications etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Providing and laying tack coat over treated wet mix macadam surface using 2.50 Kg bitumen for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 502 of MORT & H specifications etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Providing and laying Tack coat over Bituminous surface using 2.00 Kg bitumen emulsion(RS1) to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer and complete as per clause 503 of MORT & H specifications etc., complete complying with standard specifications and as directed by SIPCOT Officers.

roviding and laying to 75mm thickness dense bituminous macadam using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG30 bitumen for premixing for 10 Sq.meter including cost and conveyance of all materials to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller,and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 Specification and complete complying with standard specifications and as directed by SIPCOT Officers.

Providing and laying 30/40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 30/VG40 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as perspecification using CMPP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officer

Providing and laying Centreline/Edgeline marking with white hot applied thermoplastic compound 100mm wide of high quality 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 including cost and conveyance of all materials to the work site including labour charges for machinery and all other incidental charges etc. complete as per MORTH specification and as directed by SIPCOT officers. The finished surface to be level, uniform and free from streaks and holes. complete complying with standard specifications and as directed by SIPCOT Officers.

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to AST D4280. The reflective raised pavement markers shall also confirm to the MORTH (circular No RW / NH. 33023/10/ 97-DO.II dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 + /- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as perimanufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with AST D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc.,complete complying with standard specification and as directed by SIPCOT officers.

Plain cement concrete pavement with CC1:2:4 (one of cement : two of Msand: six of hard broken stone jelly 20 mm nominal size) including laying, curing, finishing etc.,complete complying with standard specification and as directed by SIPCOT officers For kerb wall and catch basin.

Providing and laying 63 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc., complete complying with the standard specificaiton and as directed by SIPCOT officers.

Supplying and laying of 110 mm dia PVC pipe(4 Kg/m2) for rain water collection from catch basin to Storm water drain conforming to IS13592 with ISI mark and fittings conforming to IS 14735, with necessary solvent cement of approved quality for jointing,laying etc., complete complying with the standard specificaiton and as directed by SIPCOT officers.

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 330 kg/cum and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. a) For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc

Supplying, Fabricating and placing in position steel reinforcement grills using M.S./R.T.S. rods of all sizes of reinforcement for all Reinforced cement: concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire, spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlapping to the required length wherever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by "SIPCOT" officers. (The steel rods must be Fe 500 grade of any brand with ISI marking and necessary test certificate to be produced before using it at site)

Manufacturing, supplying and fixing in position plain Cement concrete precast slab of size 550 mm x 500 mm x 75 mm in Cement Concrete M20 grade including cost of moulding charges, casting of slab, finishing, curing, placing etc., complete complying with the standard specificaiton and as directed by SIPCOT officers.( for cover slab)

Painting two coats of black and white bands alternatively each coat separately using black and white synthethic enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour charges etc., Complete complying with standard specification and as directed by SIPCOT officers.(location as directed by the SIPCOT officers)

Disposal of excavated earth with a lead of 2 km including conveyance and all labours charges etc. complete complying with standard specification and as directed by SIPCOT officers.

Part B - Construction of Internal Storm water drain

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers.0 to 2m depth

2 to 3m depth

Providing soil stabilization with 4% of hydrated lime below foundation concrete, including leveling and ramming each layer up to finished level etc.complete complying with standard specifications and as directed by "SIPCOT" officers..

Providing Plain Cement Concrete 1:3:6(One cement, three sand and six Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water etc complete complying with standard specifications and as directed by "SIPCOT" officers.

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 330 kg/cum and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/cum and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers.

a) For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete

b) For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. /R.T.S. rods of all sizes of reinforcement for all Reinforced cement: concrete works including cost and conveyance of steel, binding wire, spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlapping to the required length wherever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by "SIPCOT" officers. (The steel rods must be Fe 500 grade of any brand with ISI marking and necessary test certificate to be produced before using it at site)

Providing weep holes in stormwater drain with necessary 110mm dia pipe (4kg/m2),wire mesh screen ,necessary filling material etc complete complying with standard specifications and as directed by "SIPCOT" officers

Providing rain water harvesting system including necessary earth work, 300 mm dia boring up to 4.0m depth, providing 160 mm dia pvc pipes up to 4.0m, filling materials as specified in the drawing etc, complete complying with standard specifications and as directed by "SIPCOT" officers

Part C - Construction of R.C.C Box culvert (Internal Drain)

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers.(0-2m)depth

2.0 to 3.0 m depth

Providing soil stabilization with 4% of hydrated lime below foundation concrete, including leveling and ramming each layer up to finished level etc. all complete complying with standard specifications and as directed by "SIPCOT" officers.

Providing and laying of Plain Cement Concrete 1:3:6 (One cement, Three M.sand and Six aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc. complete complying with standard specifications and as directed by "SIPCOT" officers.

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 350 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid)

a) For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete

b) For plane surfaces such as floor and roof slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.

For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by SIPCOT officers.

Supplying, anchoring of 20mm dia RTS rods in to the rock to a depth as specified in the drawing including cost of anticorrossive painting ,drilling, bonding material etc, all complete complying with standard specifications and as directed by "SIPCOT" officers

Painting two coats of newly plastered External wall surface with ready mixed Weather proof Exterior plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by SIPCOT officers.

Part D - Construction of Peripheral drain

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers.0 to 2m depth

2 to 3m depth

Providing soil stabilization with 4% of hydrated lime below foundation concrete, including leveling and ramming each layer up to finished level etc. all complete complying with standard specifications and as directed by "SIPCOT" officers..

Providing and laying of Plain Cement Concrete 1:3:6 (One cement, Three M.sand and Six aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc. complete complying with standard specifications and as directed by "SIPCOT" officers.

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 350 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid)

a) For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete

b) For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by SIPCOT officers.

Providing weep holes in stormwater drain with necessary 110mm dia pipe (4kg/m2),wire mesh screen ,necessary filling material etc complete complying with standard specifications and as directed by "SIPCOT" officers - 150mm wall

Providing rain water harvesting system as per the drawing including necessary earth work, 300 mm dia boring up to 4.0m depth, providing 160 mm dia pvc pipes up to 4.0m, filling materials as specified etc, complete complying with standard specifications and as directed by "SIPCOT" officers

Part E - Construction of Earthen Channel

Earthwork excavation in all stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to the required depth as may be directed except in hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary, depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 meter and lifts as specified hereunder etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officials (excluding refilling of drain 0-2m depth)

2 to 3.0m Depth

Providing Plain Cement Concrete 1:3:6 (One cement, three sand and six Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ,curing with all leads of soft potable water with standard specifications and as directed by "SIPCOT" officers.

Providing and Laying 400x200x100 mm thick cement concrete block of Mix 1:3:6 pitching with flush pointing in cement mortar 1:3 (1 part of cement and 3 part of M sand) including supply of CC blocks, preparing surface, laying with all leads and lifts including surveying wherever necessary etc., all complete in all respects as per drawing and as directed by the SIPCOT Officials

Part F - Construction of RCC Box culvert (Earthen channel)

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers.0 to 2m depth

2 to 3m depth

3 to 4m depth

Providing soil stabilization with 4% of hydrated lime below foundation concrete, including leveling and ramming each layer up to finished level etc. all complete complying with standard specifications and as directed by "SIPCOT" officers

Providing and laying of Plain Cement Concrete 1:3:6 (One cement, Three M.sand and Six aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc. complete complying with standard specifications and as directed by "SIPCOT" officers.

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 350 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid)

a) For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all

b) For reinforced cement concrete works such as floor and roof slab, lintels, beams staircase waist and landing slab and plane surfaces and other similar works.

c) For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by SIPCOT officers.

Part G - Street lighting & High mast lighting

Design, manufacture, supply, erection, testing and commissioning of 415 V street lighting feeder pillar panel 900mm x 900mm x 300mm suitable for outdoor installation, made up of CRCA sheet steel of thickness not less than 2 mm with a weather proof canopy of top, double door construction, IP 55 protection, with 2 coat of primer and 2 coats of aluminium finish with 1no. 125 A TPN MCCB with 16 kA breaking capacity in the incoming and 8 nos 32 A, TPN contactor 10 nos. 32 A TPN MCCB, 24 nos, 10A SP MCB as outgoing, automatic dawn and dusk with cyclic timer control for street light outgoing and adequate plate to terminate suitable cable as incomer and suitable cable as outgoing. energy saver for automatic switching ON/OFF as per pre-sets time cycle, digital multifunctional meter with RS485 port and suitable CT etc., including the pillar to be erected with suitable angle iron frame pedestal with concrete grouting including painting two coats etc complete complying with standard specifications and as directed by SIPCOT officials

Design, manufacture, supply, delivery,erection,testing and commissioning of 415 V EB incoming metering panel 1250mm X 900mm X 300mm suitable for outdoor installation, made up of CRCA sheets steel of thickness not less than 2 mm with a weather proof canopy of top, double door construction, IP 55 production, anti corrosive chemical resistant paint with 3 nos. of 200 A porcelain cut-out, neutral link, locking facility with necessary interconnection as per local Electricity Board. including painting two coats etc complete complying with standard specifications and as directed by SIPCOT officials.

Supplying and erection of 10m Free Standing Single / Double Arm Bracket 8 sided Octagonally continuously tapered structured pole galvanized iron coated (GI) with minimum coating of not less than 65 micron, with 175mm bottom A/F & 70mm at top A/F made up of 3mm thick HT sheet along with base plate of size 275x275x16mm thick including 4 Nos of M24X750mm high "J" type EN8 grade foundation bolts along with template and 1mtr long hot dip galvanized Single / double arm bracket made up of 40NB dia GI pipe suitable to mount on pole having top of 70mm A/F and including Bakelite sheet with 1 No 6A SP MCB and stud type connector suitable for 4CX16Sqmm cable etc., complete complying with standard specifications and as directed by SIPCOT officers

1 meter long Double arm bracket made up of 40NB dia GI pipe

1 meter long Single arm bracket made up of 40NB dia GI pipe

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers.0 to 2m depth

Providing Plain Cement Concrete 1:3:6 (One cement, three sand and six Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete of street light poles and High mast light poles, etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ( Curing with all leads of soft potable water with standard specifications and as directed by "SIPCOT" officers. (in all heights and all depths)

Providing soil stabilization with 4% of hydrated lime below foundation concrete, including leveling and ramming each layer up to finished level etc. all complete complying with standard specifications and as directed by "SIPCOT" officers..

Supplying and erecting form work for steel centring for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC street light pedestal concrete pillars etc., with all cross bracings using mild steel BG 10 sheets of required size stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.Scm at required spacing and supported by casurina props of 10 cm to 13cm dia at required spacing etc., Complete complying with standard specification and as directed by SIPCOT Officers. For RCC surface of columns and in small quantities such as sunshades, parapet cum drops, window boxing in projections and other similar works etc., complete complying with standard specification and as directed by SIPCOT officers

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 350 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement: concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire, spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlapping to the required length wherever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by "SIPCOT" officers. (The steel rods must be Fe 500 grade of any brand with ISI marking and necessary test certificate to be produced before using it at site)

Design, manufacture, supply, delivery,erection,testing and commissioning of street lighting fixtures suitable for 90 W LED street light fitting with cool day light, made out of pressure die cast aluminium body, separate compartment for LED, including electronic drivers, day light colour LED lamps, inter connecting wiring with suitable fixing clams as required including accessories all inclusive. etc., complete complying with standard specification and as directed by SIPCOT officers

Design, manufacture, supply, delivery,erection,testing and commissioning of street lighting fixtures suitable for 120 W LED street light fitting with cool day light, made out of pressure die cast aluminium body, separate compartment for LED, including electronic drivers, day light colour LED lamps, inter connecting wiring with suitable fixing clams as required including accessories all inclusive. etc., complete complying with standard specification and as directed by SIPCOT officers

Design, manufacture, testing and inspection at places of manufacturer, and supplying delivery at site, unloading, storing, transporting directly to site or through transit stores as the case may be, laying inclusive of excavation in all types of soil reinstatement and making good the surface to match original, removal of surplus earth including supplying and laying / installation of screened sand, cable protective bricks and cable tags of the following 1.1 KV grade XLPE insulated aluminium conductor armoured cables. etc., complete complying with standard specification and as directed by SIPCOT officers

3.5 x 25 Sq.mm. cable

3½ x 95 Sq.mm. cable

Supply and fixing of brass cable gland for following PVC LTUG aluminium armoured cable with earth connection etc., for following sizes of cables

3.5 x 25 Sq.mm. cable gland

3½ x 95 Sq.mm cable gland

Supply and providing cable end termination of following size PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete

3.5 x 25 Sq.mm.PVC LTUG aluminium armoured cable

3-1/2 x 95 sq.mm. PVC LTUG aluminium armoured cable

Supply, laying and testing of 3 core x 2.50 sq.mm PVC insulated SC unsheathed Cu.cable conductor cable of 1100 V grade with necessary jointing materials etc., complete including cost and conveyance of cable and labour charges for laying the cable etc. complete complying with appropriate specification / standards and as directed by SIPCOT Officers

Coil earth to street light poles with No.8SWG GI wire of 11.5 metres of length in which 10 metres of total length compressed into a coil of one meter length (75mmto100mmdia) connected suitable with hexagonal earth bolt of size 8mm in to 25mm welded on the pole at one end with a coil position fixed on the earth etc. complete complying with appropriate specification / standards and as directed by SIPCOT Officers

Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funnelling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry

Supply and run of 25mm x 6mm GI Flat Down Conductor with necessary clamps / supports on wall / floor / ground for earth connection

Supply and installation of cable Route Indicator for LT Cable

Supply and installation of 50 mm dia, OD, 4kg/cm2, PVC rigid pipes including laying charges in street light pole foundation for power cable entry.complete, as per standard specification

Supply of 12.50 metre high mast for wind velocity 160kmph, having individual length of 6.5metres, 3mm thick bottom and top section, bottom diametre 300mm and top 150mm, having galvanizing thickness of average 70 micron for bottom and top sections, with accessories like motor, double drum winch of gear ration 50:1 trailing cable 5 core 2.5sq.mm, 6mm SS wire rope, head frame, lantern ring, lighting finial suitable for 6Nos of 300W Flood light but without Flood light rate etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply of foundation bolt of M24 size having length 750mm 6Nos bolt per mast, made of TOR steel having galvanized on the threaded portion top portion of the bolt, as per technical data sheet. complete complying with standard specification and as directed by SIPCOT Officers.

Supply and fixing of 300 W LED Flood light fitting higher end with innovative thermal management with multiple optics and equipped with IP 66 protection with 5 years warranty 6 nos per mast etc.,complete complying with standard specification and as directed by SIPCOT Officers

Supply and fixing of outdoor type Control panel housing 1250mm X 900mm X 300mm with IP54 rating suitable circuit for the operation of the high mast including integral power tool operation, automatic on/off raising and lowering using 9A contactor 32 A MCB as incomer and outgoing as 4 way connectors, adequate size of interconnecting cable, power and control cables, termination etc., earthing , and safety equipment's.,

Supply and fixing of Twin dome LED aviation fitting etc.,complete complying with standard specification and as directed by SIPCOT Officers

Erection of high mast with help of crane and hydra, wiring of light fittings PVC sheathed wiring and other charges. complete complying with standard specification and as directed by SIPCOT Officers

Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting..etc complete as per standard specifications and as directed by SIPCOT officers.

Earthwork excavation in all stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to the required depth as may be directed except in hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary, depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 meter and lifts as specified hereunder etc., all complete in all respects complying with relevant standard specification and as directed by SIPCOT officials (excluding refilling of drain 0-2m depth)

2-3m deopth

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 330 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Providing Plain Cement Concrete 1:3:6 (One cement, three sand and six Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete of street light poles and High mast light poles, etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ( Curing with all leads of soft potable water with standard specifications and as directed by "SIPCOT" officers. (in all heights and all depths)

Supplying and filling in foundation, basement, etc with filling gravel in layers of not more than 15 cm thick well watered, rammed and consolidated etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and filling in foundation, basement, etc with filling stone dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing soil stabilization with 4% of hydrated lime below foundation concrete, including leveling and ramming each layer up to finished level etc. all complete complying with standard specifications and as directed by "SIPCOT" officers..

Supplying and erecting form work for steel centring for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC street light pedestal concrete pillars etc., with all cross bracings using mild steel BG 10 sheets of required size stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.Scm at required spacing and supported by casurina props of 10 cm to 13cm dia at required spacing etc., Complete complying with standard specification and as directed by SIPCOT Officers. For RCC foundation and basement, coloum footings and plinth beam.

Supplying and erecting form work for steel centring for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC street light pedestal concrete pillars etc., with all cross bracings using mild steel BG 10 sheets of required size stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.Scm at required spacing and supported by casurina props of 10 cm to 13cm dia at required spacing etc., Complete complying with standard specification and as directed by SIPCOT Officers. For RCC surface of columns and in small quantities such as sunshades, parapet cum drops, window boxing in projections and other similar works etc., complete complying with standard specification and as directed by SIPCOT officers

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement: concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire, spacer bars, cover blocks, labour charges for unbending of rods, straightening, cutting, fabricating, tying, lifting, placing in position, overlapping to the required length wherever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by "SIPCOT" officers. (The steel rods must be Fe 500 grade of any brand with ISI marking and necessary test certificate to be produced before using it at site)

Supplying, anchoring of 20mm dia RTS rods in to the rock to a depth as specified in the drawing including cost of anticorrossive painting ,drilling, bonding materia letc, complete complying with standard specifications and as directed by "SIPCOT" officers.

Supplying, anchoring of 20mm dia RTS rods in to the soil to a depth as specified in the drawing including cost of anticorrossive painting ,l etc, complete complying with standard specifications and as directed by "SIPCOT" officers.

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 350 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (0.5 cu.m.) 773 kg. of 20mm machine crushed stone jelly and with about (0.33 cu.m.) 515.6 kg. of 10-12mm machine crushed stone jelly and with about (0.479 cu.m') 767 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers. (No separate payment will be made by the Department for the excess usage of materials).

Supply and laying of 300mm dia RCC NP3 Hume Pipe for Electrical cable road crossing etc, all complete complying with standard specifications and as directed by "SIPCOT" officers.

Design, manufacture, testing and inspection at places of manufacturer, and supplying delivery at site, unloading, storing, transporting directly to site or through transit stores as the case may be, laying inclusive of excavation in all types of soil reinstatement and making good the surface to match original, removal of surplus earth including supplying and laying / installation of screened sand, cable protective bricks and cable tags of the following 1.1 KV grade XLPE insulated aluminium conductor armoured cables. etc, all complete complying with standard specifications and as directed by "SIPCOT" officers.

3½ x 35 Sq.mm.cable

Supply and fixing of brass cable gland for following PVC LTUG aluminium armoured cable with earth connection etc., for following sizes of cables etc, complete complying with standard specifications and as directed by "SIPCOT" officers.

3½ x 35 Sq.mm. cable gland

Supply and providing cable end termination of following size PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection etc, complete complying with standard specifications and as directed by "SIPCOT" officers.

3-1/2 x 35 sq.mm. PVC LTUG aluminium armoured cable

Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funnelling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry etc, complete complying with standard specifications and as directed by "SIPCOT" officers.

Supply and run of 25mm x 6mm GI Flat Down Conductor with necessary clamps / supports on wall / floor / ground for earth connection etc, complete complying with standard specifications and as directed by "SIPCOT" officers.

Supply and installation of cable Route Indicator for LT Cable etc, complete complying with standard specifications and as directed by "SIPCOT" officers.

Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)

Added GST of 18%

RPP INFRA PROJECTS LIMITED