Formation of Internal Roads with side drains and culverts and providing RCC Hume pipe for Electrical cable arrangements, street light arrangements and High mast light at EMC, SIPCOT Industrial Park, Manellore

Amount

Road Work (Part-A)

Earth work excavation for foundation in sand silt and loose soil and all soils and sub-soils (Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil, Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B), 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.

Forming embankment by using excavated earth with an initial lead of 1 Km, 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 VII) with power roller rolling and other construction equipments approved by SIPCOT Officer 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., complete complying with standard specification as per MORTH and as directed by SIPCOT Officers (Forming Embankment at 95% Compaction).

Formation of emabankment by using carted earth having with a minimum lead of 10 Km which has to be compacted properly to 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 250mm 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 percent (1%) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by Engineer-in-Charge and finishing the embankment at 95% proctor density incluidng 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., complete as per MORTH standard specification and as directed by SIPCOT officers. (Forming Embankment at 95% Compaction)

Forming Subgrade by using Carted Earth having minimum CBR of 8% with a lead of 10 Km 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 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil 0.5 meter height of sub grade 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 VII) with power roller rolling and other construction equipments approved by SIPCOT officers and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment hire and fuel charges for all tools and plants and all other incidental charges etc., complete as per MORTH standard specification and as directed by SIPCOT officers. (Forming Subgrade at 97% Compaction).

Construction of Granular Sub-Base (GSB) to the required compacted thickness (drainage layer) by providing approved Coarse graded material confirming 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 transportation 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., complete as per the standard specification as per clause 401 of MORTH Rev-5 and as directed by the SIPCOT officers.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam base course of 250mm compacted thickness specification in two layers of 125mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material confirming 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 material by tipper to site laying in uniform layers with favours in sub base/ 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, 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 clause 502 of MORT & H specifications etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen 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 as per clause 503 of MORT & H specifications etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying 120mm consolidated thick (in two layers of 70mm and 50mm thick) Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 Kgs of VG40 Grade bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 120mm using 9m paver to the specified grades and corss sections and consolidated by vibratory roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory roller and all other tools and plant required, including all other incidental charges etc., complete complying with standard specification using CMP as per clause 505 of MORTH rev-5, and as directed by SIPCOT Officers (Grade II).

Providing and laying 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 kg of bitumen grade VG 40 confiorming 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-5 including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates 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 30mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kN vibratory/Pneumatic road 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, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finisher/9 m paver finisher /Vibratory/Pneumatice road roller and all other tools and plants requried, fuel and all other incidental charges etc.,etc., complete complying with standard specification using CMP as per clause 507 OF MORTH REV.5 and as directed by SIPCOT Officers. (Grade II).

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. The finished surface to be level, uniform and free from streaks and holes. etc.,complete complying with standard specifications and as directed by SIPCOT Officers.

Road Markers / Road Stud with Lens Reflector : Providing and fixing reflective road studs of "category A" Raised pavement markers made out of poly carbonate / methyl methecrylate / 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 ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023 / 10 / 97 - DO.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm 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+/- 2mm) 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 per manufacturer’s recommendation and complete as directed by the SIPCOT Officer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Supplying and installation of delineators (road way indicators, Hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete as per MORT&H specification No. 806, complete complying with standard specifications and as directed by SIPCOT Officers.

Direction and Place Identification Signs - Type - XI (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone application) : Providing and erecting Direction and Place Identification Retro - reflectorised Signs made out of Cube Corner Prismatic Grade sheeting confirming to Type - XI standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm with clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67 - 2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) Rate per sqm (for sign having area more than 0.9 sqm) Type - XI etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Retro - Reflectorised Traffic signs (without definition board) Type - IV. Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and informatory signs (without definition board) made out of high Intensity prismatic Grade sheeting confirming to Type - IV Standard of IRC-67: 2012 and ASTM D 4956 - 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 x 75 x 6mm with a clear height of not less than 2.1m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67- 2012 and firmly fixed on the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of IRC 67 - 2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. etc., as per MORT&H specification No.801, complete complying with standard specifications and as directed by SIPCOT Officers.

90 Cm. Equilateral triangle (Pedestrian crossing, Other sign boards)

Supply and fixing of Solar Blinkers including all components, solar panel, battery, control units, Pole, clamps etc., (Material: Metal/Polycarbonate, Load power: 8 watt, Battery: 12.8V 12 AH LIFEPO4 inbuilt battery, IP65 rating, Range: 500mt, Screen size: 300mm dia, Autonomy: 48 hours), as per the standard specifications, including necessary earthwork, foundation etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Re-filling with Excavated Earth, 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 with Quarry Dust to the required thickness, including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc.,complete complying with standard specification and as directed by SIPCOT officers.

Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight 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. (in all heights and all depths)

Providing Plain Cement Concrete 1:1-1/2:3 (One Cement, One and half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all PCC items of works including laying, finishing, curing with all leads of soft potable water, etc., complete complying with standard specification and as directed by the SIPCOT officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane & vertical 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).

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

Providing Centre Median of 2.00m wide with cast-in-situ barrier type kerbs having width of 150mm and to a height of 710mm size with vibrated cement concrete of 1:1.5:3 using 20mm ISS metal and including cost and conveyance of all materials to work site including labour charges for mixing, laying, curing etc., including form work charges for kerbs and including rendering smoothing the exposed surfaces with 10kg of cement for 10 sqm including painting two coats over the CC surfaces with approved synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed and in accordance with the drawings appended here with and complete complying with standard specification and as directed by the SIPCOT officers.

Flooring with Cement based Hydraulically Pressed Anti skid Self Designed Colour Ceramic Tiles of 20mm thick (pattern design) laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand) base mortar over the existing slab / floor/GSB including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification and as directed by SIPCOT officers. (The make and brand of the tiles should be got approved by Executive Engineer before use of works)

Painting two coats of black and white bands alternatively each coat separately using black and white 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.

Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 class as per IS 458/2003 manufactured with sulphate resistance cement with 12 mm Hi- alumina lining with rubber rings including labour charges for laying at proper levels and locations, jointing with rubber gaskets complete, as directed by Engineer in charge, including transportation cost, jointing materials, etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply and Fixing of 110 mm dia Single Socket PVC pipe - 6 Kg/sq.cm - Finolex or equalant or any ISI monogram, including labour charges for laying and fixing the PVC pipes with solvent jointing as per standard practice etc., including cost and conveyance of all materials to site, all opertaional and incidental charges, etc., complete complying with standard specification and as directed by SIPCOT officers.

110mm dia PVC pipe

Construction of RCC Storm Water Drain (Part B)

Earth work excavation for foundation in sand silt and loose soil and all soils and sub-soils (Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil, Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B), 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. (including refilling)

0m to 2mt depth (including refilling)

Supplying and Filling with Quarry Dust to the required thickness, including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight 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. (in all heights and all depths).

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 325 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).

for Foundation and Basement

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedastals, plinth beams, grade beams, staircase steps, etc., which require only nominal strutting using mild steel shets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc., complete in all floors complying with standard specification and as directed by SIPCOT Officers. (payment for centering shall be given after the concrete is laid).

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

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers.

Construction of RCC Box Culvert.(Part C)

Earth work excavation for foundation in sand silt and loose soil and all soils and sub-soils (Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil, Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B), 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. (including refilling)

0m to 2mt depth (including refilling)

Supplying and Filling with Quarry Dust to the required thickness, including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight 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. (in all heights and all depths).

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 325 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 SIPCOT Officer. 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).

for Foundation and Basement

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedastals, plinth beams, grade beams, staircase steps, etc., which require only nominal strutting using mild steel shets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc., complete in all floors complying with standard specification and as directed by SIPCOT Officers. (payment for centering shall be given after the concrete is laid).

For Plane surfaces below plinth level

For Vertical Surfaces below plinth level

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers.

Brick work in Cement Mortar 1:5 (One part Cement and five part M sand) using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9" x 4-1/2" x 3" for foundation and Floors including curing, etc., complete complying with standard specification and as directed by SIPCOT Officers.

Plastering with cement mortar 1:5 (One of cement and five of M sand) 12 mm thick finished with neat cement including curing etc., complete complying with standard specification and as directed by SIPCOT Officers.

Painting two coats of newly plastered External wall surface with ready mixed approved weather proof Exterior Emulsion paint of 1st class quality over a priming coat including thorough scrapping, clean removal of dirt etc., complete complying with standard specification and directed by SIPCOT Officers.

Providing RCC Hume Pipe for Electrical Cable Arrangement. (Part D)

Earth work excavation for foundation in sand silt and loose soil and all soils and sub-soils (Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil, Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B), 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 SIPCOT Officer 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. (including refilling)

Supplying and Filling with Quarry Dust to the required thickness, including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

Supplying, laying and jointing of 600 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 class as per IS 458/2003 manufactured with sulphate resistance cement with 12 mm Hi- alumina lining with rubber gaskets including labour charges for laying at proper levels and locations as directed by Engineer in charge, jointing with rubber gaskets, including transportation cost, jointing materials cost, etc., complete as per standard specification and as directed by SIPCOT Officers.

Construction of inspection chamber of clear size 0.90 x 0.90 x 1.20mt including earth work excavation, Sone dust filling of 100mm thick, PCC 1:4:8 of 100mm thick, PCC 1:2:4 of 100mm thick, and brick in cement mortar 1:5 (one cement and five sand) using best quality of second class ground moulded Chamber Burnt Bricks 9" x 4-1/2" x 3", plastering with cement mortar 1:5 (one cement and five plastering sand) of 12mm thick to inner and ourter sides and covered with precast slab 75 mm thick with steel reinforcement etc., complete complying with standard specifications and as directed by the SIPCOT officers. (For Electrical pipeline Chamber)

Providing Street Lights Arrangements & Highmast.(Part E)

Supply, Erection, Testing and Commissioning of 10 metre height Hot Dip galvanized octogonal poles with 150 mm bottom A/F & 70 mm top A/F made upto of 3mm thick HT sheet, (hot dip galvanized confirming to BESN ISO- 1461 with thickness of 65 Micron) along with base plate of size 300x300x16 mm along with 1500 mm long double/single arm bracket made up of 40 NB GI pipe (suitable for 120W LED street light fitting), Backlite sheet connectors for fixing of street light fittings, 6-10ADP MCB with din rails (2 nos for double collar /1 no for single colar), Backlite cable connectors, 4 nos of M20 mm dia MS "J" bolts of size 750 mm long top -EN8 grade foundation bolts with suitable two nos of nut & washer along with template for the above poles & terminals suitable for the same. Wiring of luminiaries with all wiring materials like PVC insulated PVC sheathes flexible cable of suitable copper conductor core of 1.5 Sqmm lugs and labour etc complying with standard specification and as directed by SIPCOT officers. (Excluding civil work)

Double collar

Single collar

Supply, Erection, Testing and Commissioning of 12.50 meter high mast for wind velocity 160kmph, having individual length of 6.5meters, 3mm thick bottom and top section, bottom diameter 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 ratio 50:1 trailing cable 5 core 2.5sq.mm, 6mm SS wire rope, head frame, lantern ring, lighting finial suitable for 6 Nos of 300W Flood light but without Flood light rate., Supply and erection of foundation bolt of M24 size having length 750mm 6 Nos bolt per mast, made of TOR steel having galvanized on the threaded portion top portion of the bolt, as per technical data sheet. Supply and fixing of double lamp low intensity aviation lamp LED light of input voltage 230V AC, power consumption - 10W, red colour, IP 65 rating, lighting type - Auto ON OFF red light, operating temperature - 10 deg'C to 60 deg'C complete with required accessories., Erection of the 12.50m height high mast with the help suitable tools and plants. Wiring of luminiaries with all wiring materials like PVC insulated PVC sheathes flexible cable of suitable copper conductor core of 2.5 Sqmm lugs and labour etc complying with standard specification and as directed by SIPCOT officers. (Excluding civil work)

Supply, Installation, Testing, Commissioning and transportation of 120W LED Street light Body made of high grade pressure die – cast Aluminium alloy with corrosion resistant powder coat, having protective toughened glass cover, Suitable lens on LEDs, Less Glare, IP 66 (Silicon gasket ensures Optical & Electrical compartments are IP 66) protected, wide operating voltage range, P.F > 0.90, System having efficacy >110 lumens/watt, with Ingress protection IP66, Potted driver, Driver surge protection >10KV, THD<15%, CCT: 3000- 6500K as desired by the department and as per IS, CRI>70, Inbuilt Electrical protections like Over voltage, short circuit, Over load, Open Circuit, Miswiring, etc complete with BIS certification with 5 years warranty. The contractor has to furnish the manufacturer warranty letter, LM 79 and LM 80 certificates. The fixture shall be confirming to the latest Indian standards or international stanards. The fixtures shall be outdoor type. LEDs comply to the photo biological safty standards as per IEC 62471 and RoHS etc,. complete complying with standard specification and as directed by SIPOT officers. (For Street Light)

Supply, Installation, Testing, Commissioning and transportation of 300W LED Flood light Luminaire made of pressure die cast aluminum housing with powder coated, having toughened glass cover, Suitable lens on LEDs, IP 66 (Silicon gasket ensures Optical & Electrical compartments are IP 66 )protected, wide operating voltage range , P.F > 0.90, System having efficacy >110 lumens/watt, with Ingress protection IP66, Driver surge protection >10KV, THD<15%, CCT: 3000- 6500K as desired by the department and as per IS, CRI>70, Inbuilt Electrical protections like Over voltage, short circuit, Over load, Open Circuit, Miswiring, etc complete with BIS certification with 5 years warranty. The contractor has to furnish the manufacturer warranty letter, LM 79 and LM 80 certificates. The fixture shall be confirming to the latest Indian standards or international stanards. The fixtures shall be outdoor type. LEDs comply to the photo biological safty standards as per IEC 62471 and RoHS etc,. complete complying with standard specification and as directed by SIPOT officers. (For Highmast)

Supply , laying and jointing of following size of PVC armoured LTUG Aluminium cable with ISI mark in a trench to be excavated at a depth of 0.75 m, and routing the cable into the 90 mm dia. HDPE Pipes laid completely and refilling the earth to make good and as per standard specification and as directed by SIPCOT Officers. (Excluding the cost of HDPE Pipes and laying the same into trenches will be extra)

3 1/2 Core x 50 Sq.mm. PVC Armoured LT UG Aluminium Cable

3 1/2 Core x 35 Sq.mm. PVC Armoured LT UG Aluminium Cable

4 Core x 16 Sq.mm. PVC Armoured LT UG Aluminium Cable

Providing and Earthing as per ISI specification with an earth electrode of 2.5 m class "B" GI Pipe of dia not less than 40 mm with copper earth plate of size 125 mm x 50 mm x 6 mm with necessary funneling arrangements with necesssary masonry work and with 38 mm RCC cover slab for the brick masonry with appropriate specification / standards and as directed by SIPCOT Officers (for street lighting & Highmast)

Providing and earthing of Coil earth for street light poles with No.8 SWG GI wire of 11.5 metres of length in which 10 metres of total length compressed in to a coil of one meter length (75mm to 100mm dia) 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 standard specification and as directed by SIPCOT Officers. (for street lighting)

Providing and Earthing of high mast pole using 2 runs of 25x3mm CU flat from earth pit to pole etc including excavation, back filling, clamping and bolt & nut etc as required complete complying with standard specification and as directed by SIPCOT Officers. (for highmast)

Supply and laying of 90 mm dia HDPE Pipes including cost and laying charges into trenches etc., complete complying with standard specification and as directed by SIPCOT Officers. (for street lighting and highmast)

Supplying and Laying of GI 100 mm dia pipes for road crossings including cost of Pipes and labour for laying, jointing etc, complete complying with standard specification and as directed by SIPCOT Officers

Supply and fixing of 200A of 3 nos fuse fixing in teak wood board and laying 3 1/2 X 50 Sqmm. U.G cable inside the 2 1/2 G.I . Pipe with suitable clamping the pipe in the E.B Pole to Service conection pillar box ect., complete complying with standard specification and as directed by SIPCOT Officers

Supplying, installation testing and commissioning of out door Street lighting distribution pillar size of 1250mm X 900mm X 300mm, made out of 16 SWG sheet steel metal incorporated with 1 No 100amps TPN rewirable fuse switch and 32A 6 way fuse DB provided with 440 V coil and 1 No 63 amps TP contuctor with 440 V coil and 1 No. 24 Hrs timer of L & T make with its control wiring power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB pillar fabricated with front double door arrangements with locking facility painted with one coat of primer and 2 coats of aluminum finish. The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc, complete complying with standard specification and as directed by SIPCOT Officers.

Supply and fixig of TNEB meter board suitable for 3 Phase 200A Service Connection made up of suitable angle iron frame work size of 3 feet X 2 feet using angle iron size 1 - 1 1/2 " X 1 - 1/2" X 1/2" rigigly fixed on wall covered with hylem sheet of size 3 feet X 2 feet of 12m m thickness with necessary bolts and nut supports and supply and fixing of 3 nos 200A fuse units ( 500V) 1 No. neutral link, copper earth flat of size 1 " X 1/24" with inter connection of EB meter to fuse units by 19/16 PVC insulated copper wire with earth connection complete SD 131 2023 - 24 etc complete complying with standard specification and as directed by SIPCOT Officers.

Supply and installation of cabinet type class 1 & 2 combined model SPD to arrest surges and over voltages in the power line due to lighning switching action etc. they must be installed in the incoming MCC panel / DB of the respective building in parallel to the power circuit. Model: PSV4/12.5/400TT (3 phase power network) etc., complete complying with standard specification and as directed by SIPCOT Officers

Earth work excavation for foundation in sand silt and loose soil and all soils and sub-soils (Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil, Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B), 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 SIPCOT Officer 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. (including refilling)

Supplying and Filling with Quarry Dust to the required thickness, including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

Providing Plain Cement Concrete 1:4:8 (One cement, four sand and eight 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. (in all heights and all depths).

Cement Concrete 1:1-1/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedastals, plinth beams, grade beams, staircase steps, etc., which require only nominal strutting using mild steel shets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc., complete in all floors complying with standard specification and as directed by SIPCOT Officers. (payment for centering shall be given after the concrete is laid).

Plane surface

Vertical surface

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers.

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

Added GST of 18%

AVP INFRACON LIMITED (BID ID -1139821)

ANNAI INFRA DEVELOPERS LIMITED (BID ID -1145980)

BSR Infratech India Limited (BID ID -1137574)

RPP INFRA PROJECTS LIMITED (BID ID -1140005)

KCP INFRA LIMITED (BID ID -1139876)

NOTCH INDIA PROJECTS (BID ID -1138404)

RR INFRAA CONSTRUCTION (BID ID -1154276)