Formation of the approach road from Thiruverumbur Sooriyur Road to Thiruverumbur at SIPCOT Industrial Park, Thiruverumbur

A.FORMATION OF ROAD

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 of bitumen grade 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 andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin 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 complying with standard specifications as directed by the SIPCOT officers

Providing and laying Centre line/Edge line Marking with white hot applied thermoplastic compound 150mm 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 inclding labour charges for machinery and all other incidental charges etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Cutting the top soil including earth work excavation in all classes of soils, removal of weeds and vegetation, roots etc., and depositing in the places shown by the Engineer incharge etc.,Complete complying with standard specifications and as directed by the SIPCOT officers

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Construction of Sub grade with approved material to the required compacted thickness as per Table 300 - 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.,Complete complying with standard specifications and as directed by the 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.,Complete complying with standard specifications and as directed by the SIPCOT officers

Providing and laying, spreading and compacting graded stone aggreates 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 conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH R

Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen emulsion 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 complying with standard specifications as directed by the SIPCOT officers

ev.-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 complying with standard specifications as directed by the SIPCOT officers

Providing and laying to 50mm thickness Dense Bituminous Macadam using 0.24 cum of 26.50 -13.20 mm IRC size graded metal 0.25 cum of 13.20 - 2.36mm IRC graded metal and 0.23 cum of 2.36mm and below IRC size HBG metal with 53.20 kg of VG40 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas 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 50mm 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 ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc.,Complete complying with standard specifications as directed by the 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 ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III 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 MoRT&H 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 per manufacturer’s recommendation and complete as directed by the Engineer. 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 as directed by the SIPCOT officers

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a 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 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 67:2022 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 67:2022.

90cm equal triangle -Give way board

60cm circular-Bust Stop Board

60cm circular-No Left Turn Board

B.CONSTRUCTION OF DRAIN

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 weig

Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen emulsion 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 etc.,Complete complying with standard specifications as directed by the SIPCOT officers

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.

Providing and laying Tack coat over Bituminous surface using 2.00 Kg bitumen emulsion 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 etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supplying and filling of Quarry dust to a thickness of 100 mm including cost and conveyance of quarry dust to work site including labour charges for spreading etc.,Complete for bottom of drain complying with standard specifications as directed by the SIPCOT officers

Plain Cement concrete 1:2:4 using 20 mm HBG metal etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supply, delivery and laying of 110mm dia HDPE pipe for providing weep holes in drain including cost and conveyance of pipes and labour charges for laying and making the surface in good etc complete at 30cm intervals in 2 rows each side of drain walls etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supply and fixing of Rubber molded Hydralic pressed paver block 63 mm thick with approved desingn and colour etc.,Complete complying with standard specifications as directed by the SIPCOT officers

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 specifications as directed by the SIPCOT officers

C.CONSTRUCTION OF CULVERT

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 weig

0-2m Depth

Upto 2m Depth

ht 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.,Complete complying with standard specifications as directed by the SIPCOT officers for foot path

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.

Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc., complete complying with standard specification and as directed by SIPCOT Officers

Vertical Surface

Plane Surface

Providing Reinforced cement concrete M25 20mm HBG ISS stone jelly including cost and convevance of all required materials at site and all labour charges for mixing concrete, laying, curing, vibrating charges hire charges for all tools and plants and all other incidental charges etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supply and fixing of PVC pipe 63 mm dia including cost of materials and labour charges for fixing etc.,Complete complying with standard specifications as directed by the SIPCOT officers

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 specifications as directed by the SIPCOT officers

Providing Highmast light Arrangements

Supply of 12.50 meter high mast for wind velocity 160kmph, having individual length of 6.5meters, 3mm thicj bottom and top section, bottom diameter 300mm and top 150mm, having galvanizing thickness of average 70 micron for bottom and top sections, with aaccessories 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 300W Flood light but without Flood light rateetc.,Complete complying with standard specifications as directed by the 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,etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Providing Foundation arrangements

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. I 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)

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.

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 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 specification and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid)

Supply and fixing of 300 W LED Flood light fitting 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 specifications as directed by the SIPCOT officers

Supply of outdoor stand mounted feeder pillar with 32A TPN MCB incomer, single dial time switch, 45A TP contactor for the automatic switching of lumiaries, power tool control with 2nos 9A contractor and raise lower push button, incoming 35sq.m and out going 16 & 2.5 sq.mm terimnals etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Erection of high mast with help of crane and hydra, wiring of light fittings PVC sheathed wiring and other charges etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Earthing with 2.5 meter length including charcoal and salt as per direction of SIPCOT engineers 2 Nos earth with earth strip of GI size 25 x 3mm etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supply of TWIN dome LED dome aviation fitting etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Coil earth to street light poles with 8SWG GI wire of 11.50 mtrs. Of total length compressed into coil of 1 m length connected suitable weith hexgonal earth bolt of size 8mm x25mm welded on the pole at one end with coil position fixed on the earth etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Fabrication, supply, installation, of out -door street lighting service pillar box of 900x900x300 made by 16 SWG sheet steel metal fitted with required size of wooden plank board, 1 No. 100 Amps main switch, 3 Nos. of 100A fuse unit, suitable copper bus bars for neutral line, etc., complete. The pillar box fabricated with front double door arrangements with locking facility painted with one coat of primer and 2 coats of aluminium finish. The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc. complete including cost and conveyance of all materials and labour including pedestal concrete and angle iron frame pedestal etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Fabrication, supply and installation of TNEB power distribution pillar box outdoor type of size 1250 mm x 900 mm x 300 mm made out of 16 SWG MS sheet steel with lockable door, with 1 No. 100 A TPN rewirable fuse switch and 32 A 4 way fuse DB with 12 Nos. 63A porcelain fuse cut-outs with 1No. copper earth link and neutral link and 1 No. of 63 A TP Contactor with 230 V Coil and 1 No. of 24 Hours Timer of L & T make or equivalent with its contorl wiring, power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB etc., complete. The pillar painted with one coat of red-oxide and 2 coats of aluminium finish as required by TNEB etc., The pillar to be installed in angle iron frame pedestal with concrete grouting etc. including cost and conveyance of all materials and labour including pedestal concrete and angle iron frame pedestal etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supply and laying of 4 x 16 sq.mm PVC armoured LTUG cable with ISI mark in a trench to be excavated/ in the median / foot path portion at a depth of 1m, putting 0.30 m layer of quarry dust and covering three sides of the cable with bricks completely and refilling the earth to make good and

Supply and laying of 3 1/2 x 70 sq.mm PVC armoured LTUG cable with ISI mark in a trench to be excavated at a depth of 1m, putting 0.30 m layer of quarry dust and covering three sides of the cable with bricks completely and refilling the earth to make good and as per standard specification. The price shall be inclusive of all end termination,aluminium conductor, jointing as required at the site with necessary jointing materials, charges for transportation, stretching and laying of the cable, earth work excavation, cost and conveyance and providing quarry dust, bricks, refilling of earth to make good etc., complete. Necessary cable brackets shall also be taken into account for the cables to be brought into the feeder pillars and lighting cubicle as per ISI 1554 (Pt.I) etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supply, laying and testing of 2 core x 1.50 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 cableetc.,Complete complying with standard specifications as directed by the SIPCOT officers

Supply and fixing of over Head Gantry Board

as per standard specification. The price shall be inclusive of all end termination,aluminium conductor, jointing as required at the site with necessary jointing materials, charges for transportation, stretching and laying of the cable, earth work excavation, cost and conveyance and providing quarry dust, bricks, refilling of earth to make good etc., complete. Necessary cable brackets shall also be taken into account for the cables to be brought into the feeder pillars and lighting cubicle as per ISI 1554 (Pt.I) etc.,Complete complying with standard specifications as directed by the SIPCOT officers

Over Head Gantry Sign Board : 30 mtr span (3 leg)

Supply and fixing of Over Head Gantry Sign Boards made out of wide Angle cube corner Micro Prismatic grade retro reflective sheeting of Type XI of ASTM D 4956-09 confirming to IRC:67:2012 Specifications fully covered over 4mm. thick Aluminium Composite Panel sheet with back supporting frame of 50x50x6mm L angle In position welded structure 6 mtrs height from the top of Road surface to bottorn of horizontal span. Vertical pipe of 323.9mm MS Pipes 8mm thick conforming to IS Specifications and as per drawing comprising of the vertical posts placed on 1 no MS base plate of 1200 x 1200 x 25mm thickness MS Top plate of size 900mm x 900mm x 16mm to be used to hold the sign board at the top and bottom respectively and bottom and top horizontal span made of 88 OD pipe 4.5mm wall thickness, for the vertical support 48.3 OD MS pipe (3.2mm wall thickness) structure with stiffeners with one coat of primer and two coats of Aluminium paint, for the foundation boit 12 nos. of 25mm dia bolt imtr long, span with hoisting in position, fixing and hoisting the structure in per drawing etc. as per position including foundation, supply, transportation, installation engineer in charge. 10 years Warranty Certificate for Type XI retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 & 6.9 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting shall be obtained from the retro reflective sheeting manufacturer by the contractor etc.,Complete complying with standard specifications as directed by the SIPCOT officers

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

Added GST of 18%