Formation of Main Road No (19 and 4) (30m wide), Providing RCC Storm Water drain Construction of Single Cell box culverts, Minor Bridges and Providing Street light in SIPCOT Industrial Park, Shoolagiri

Amount

Road Work (PART A)

Clearing Heavy Jungle. Clearing and grubbing road land 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 complete and as directed by the SIPCOT officer.

Earth work excavation for cutting work in all class of soils such as hard stiff clay, stiff black cotton soil, etc., as per SS20-B and deposting the same to the road side complete as directed by SIPCOT officer etc., as per standard specification.

Removing Hard Rock by wedging, chiselling and trimming to proper shape where blasting is prohibited and stacking and disposing the same to the road side upto 1 km lead as directed by sipcot officer etc., as per standard specification.

Supply and laying NP2 class - 300mm dia pipes including collar as directed by SIPCOT officer etc., as per standard specification.

Forming embankment using excavated earth (2 Km internal lead) having CBR value not less then 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 VII) with power roller rolling and other construction equipments 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. Complete as per MORTH standard specification .as directed by the SIPCOT officer. (Forming Embankment at 95% Compaction)

Forming embankment using excavated earth (10 Km internal lead) having CBR value not less then 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 VII) with power roller rolling and other construction equipments 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. Complete as per MORTH standard specification .as directed by the SIPCOT officer. (Forming Embankment at 95% Compaction).

Supplying and spreading of carted earth with a conveyance of 10 Km for center median & paver footpath filling portion including Spreading charges, Labour charges,loading and unloading charges by using Machineries,Consolidation etc., complete as directed by SIPCOT officers.

Forming Subgrade using carted earth with a conveyance of 10Km having CBR value not less then 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 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 engineer-in-charge and finishing the embankment at 97% 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 as per MORTH standard specification. as directed by the SIPCOT officer.(Forming Subgrade at 97% Compaction)

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 as per the standard specification as per clause 401 of MORTH Rev.-5 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- III 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 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 aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 150mm 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 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.as directed by the SIPCOT officer.

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 etc.complete as per clause 503 of MORT & H specifications.as directed by the SIPCOT officer.

Providing and laying to 95mm 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 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 95 mm 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 asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.(Grade I)

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 VG 40 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 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., 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 per specification using CMPP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officers. (Grade II)

Providing Centre Median of 2.00 m wide with Cast - in - situ Barrier type Kerbs having bottom width of 165 mm and top width of 115 mm and to a height of 585 mm size (with 20 mm chamfered edges at top ) on both sides with Vibrated cement concrete of M 20 using 20 mm ISS metal and filling with excavated earth in between the kerbs 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 CM 1:3 without claiming extra including Painting two coats black and white over the CC surfaces with approved Synthetic Enamel Paint etc, including all labour charges ,hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the SIPCOT officers etc, complete.

Vibrated Cement concrete in CC M 15 using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for FOOTPATH KERB WALLS.

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 as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.

Supplying and Filling with Quarry Dust to the required thickness of 30 mm 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 etc, complete for Bedding to Blocks.as directed by the SIPCOT officer.

Supplying and laying of 60mm thick TAMIN paver block interlocking over a stone dust cussion and pointed with nice M-sand with required design and size (should be got approved by the SIPCOT officer before use on works) meeting their international standard with higher loading capacity, rate including cost and conveyance of all required materials at site (excluding cost of stone dust) and all labour charges for laying, compacting with paver vibrator etc., complete complying with standard specification and as directed by SIPCOT Officers.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for WATER TABLE ALONG THE FOOTPATH.

Supplying and fixing PVC pipes of 100 mm dia for Drain Pipes including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. completeas directed by the SIPCOT officer. for FOOTPATH

Construction of Single Cell Box Culverts(13 Nos) in the Main Arterial roads ( PART - B)

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification for dressing the bed up to sill level .as directed by the SIPCOT officer.

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation as directed by the SIPCOT officer.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation.as directed by the SIPCOT officer.

Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification as directed by the SIPCOT officer. for CELL BOX

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete as directed by the SIPCOT officer.

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) 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. as directed by the SIPCOT officer.

Vibrated Cement Concrete of grade M30 (Design Mix) using 25mm, 12mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, as directed by the SIPCOT officer.wearing coat of 75mm uniform thickness over deck slab and approach slab

Vibrated cement concrete of grade M20 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for as directed by the SIPCOT officer. Wings walls, Toe walls, Curtain walls & parapet wall..

Construction of Minor Bridge Across the local odai at Ch 0 + 425 of Road No :4 of Internal Roads ( PART- C )

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification as directed by the SIPCOT officer. for dressing the bed up to sill level and Flexible Aprons.

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as directed by the SIPCOT officer. for foundation of Abutments, Pier and Wing Walls

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification as directed by the SIPCOT officer. for foundation of toe walls of Revetment

Vibrated Cement concrete in CC M 10 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification as directed by the SIPCOT officer. for LEVELLING COURSE FOR ABUTMENTS, PIER AND WING WALLS

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification as directed by the SIPCOT officer. for ABUTMENTS, PIER AND WING WALLS BELOW SILL LEVEL .

Vibrated Cement concrete in M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification as directed by the SIPCOT officer. for TOE WALLS OF REVETMENT..

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification as directed by the SIPCOT officer. for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL..

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification as directed by the SIPCOT officer.for BED BLOCK CUM DIRT WALL

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification as directed by the SIPCOT officer. for DECK SLAB , CENTRE MEDIAN. FOOTPATH AND KERB

Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification as directed by the SIPCOT officer.for BASE COURSE OR APPROACH SLAB

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification as directed by the SIPCOT officer. for APPROACH SLAB

Vibrated Reinforced Cement concrete in M40 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification as directed by the SIPCOT officer. for INNER CRASH BARRIERS

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification as directed by the SIPCOT officer. for HAND RAILS AND POSTS.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification as directed by the SIPCOT officer. for FOOTPATH RAMP

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) 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 as per relevant standard specification.as directed by the SIPCOT officer.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for as directed by the SIPCOT officer. CRASH BARRIER TYPE PARAPET WALL.

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc, complete as directed by the SIPCOT. officers.

Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete as per relevant standard specification as directed by the SIPCOT officer.

Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete. as per relevant standard specification as directed by the SIPCOT officer.

Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete as per relevant standard specification as directed by the SIPCOT officer.

Supplying and fixing PVC pipes of 160mm dia for Service utilities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete as per relevant standard specification as directed by the SIPCOT officer. for FOOT PATH

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete as per relevant standard specification as directed by the SIPCOT officer.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, as directed by the SIPCOT officer. wearing coat of 75mm uniform thickness over deck slab and approach slab

Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, laying, Handling charges and filling in layers tamping under optimum moisture content to get the Maximum density, including watering with all leads for water and all other incidental charges, etc. complete as per relevant standard specification as directed by the SIPCOT officer.

Providing Gravel backing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying etc, complete. as per relevant standard specification as directed by the SIPCOT officer.

Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing them in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete. as per relevant standard specification and as directed by the SIPCOT officer.

Construction of Minor Bridge Across the local odai at Ch 0 + 450 of Road No : 4 of Internal Roads (PART-D)

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for dressing the bed up to sill level and Flexible Aprons.

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for foundation of Abutments, Pier and Wing Walls

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification and as directed by the SIPCOT officer for foundation of toe walls of Revetment

Vibrated Cement concrete in CC M 10 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer for LEVELLING COURSE FOR ABUTMENTS, PIER AND WING WALLS

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer for ABUTMENTS, PIER AND WING WALLS BELOW SILL LEVEL .

Vibrated Cement concrete in M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specificationand as directed by the SIPCOT officer for TOE WALLS OF REVETMENT..

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL..

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer for BED BLOCK CUM DIRT WALL

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer for DECK SLAB , CENTRE MEDIAN. FOOTPATH AND KERB

Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer for BASE COURSE OR APPROACH SLAB

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for APPROACH SLAB

Vibrated Reinforced Cement concrete in M40 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer for INNER CRASH BARRIERS

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer for HAND RAILS AND POSTS.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer for FOOTPATH RAMP

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) 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. and as directed by the SIPCOT officer

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer for CRASH BARRIER TYPE PARAPET WALL.

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc, completeand as directed by the SIPCOT officer

Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete as per relevant standard specification and as directed by the SIPCOT officer

Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete. as per relevant standard specification and as directed by the SIPCOT officer

Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete as per relevant standard specification and as directed by the SIPCOT officer

Supplying and fixing PVC pipes of 160mm dia for Service utilities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete as per relevant standard specification and as directed by the SIPCOT officer for FOOT PATH

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete as per relevant standard specification and as directed by the SIPCOT officer

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, and as directed by the SIPCOT officer wearing coat of 75mm uniform thickness over deck slab and approach slab

Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, laying, Handling charges and filling in layers tamping under optimum moisture content to get the Maximum density, including watering with all leads for water and all other incidental charges, etc. complete as per relevant standard specification and as directed by the SIPCOT officer

Providing Gravel backing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying etc, complete. as per relevant standard specification and as directed by the SIPCOT officer

Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing them in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete.as per relevant standard specification and as directed by the SIPCOT officer

Construction of Minor Bridge Across the local odai at Ch 0 + 1200 of Road No :19 of Internal Roads ( PART-D )

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for dressing the bed up to sill level and Flexible Aprons.

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for foundation of Abutments, Pier and Wing Walls

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for foundation of toe walls of Revetment

Vibrated Cement concrete in CC M 10 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for LEVELLING COURSE FOR ABUTMENTS, PIER AND WING WALLS

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for ABUTMENTS, PIER AND WING WALLS BELOW SILL LEVEL .

Vibrated Cement concrete in M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for TOE WALLS OF REVETMENT

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL.

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for BED BLOCK CUM DIRT WALL

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for DECK SLAB , CENTRE MEDIAN. FOOTPATH AND KERB

Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for BASE COURSE OR APPROACH SLAB

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for APPROACH SLAB

Vibrated Reinforced Cement concrete in M40 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for INNER CRASH BARRIERS

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for HAND RAILS AND POSTS.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for FOOTPATH RAMP

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) 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 as per relevant standard specification and as directed by the SIPCOT officer.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for CRASH BARRIER TYPE PARAPET WALL.

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc, complete as per relevant standard specification as directed by the SIPCOT. officers.

Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete as per relevant standard specification and as directed by the SIPCOT officer.

Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete.as per relevant standard specification and as directed by the SIPCOT officer.

Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete as per relevant standard specification and as directed by the SIPCOT officer.

Supplying and fixing PVC pipes of 160mm dia for Service utilities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete as per relevant standard specification and as directed by the SIPCOT officer. for FOOT PATH

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete as per relevant standard specification and as directed by the SIPCOT officer.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification,and as directed by the SIPCOT officer. wearing coat of 75mm uniform thickness over deck slab and approach slab

Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, laying, Handling charges and filling in layers tamping under optimum moisture content to get the Maximum density, including watering with all leads for water and all other incidental charges, etc. complete

Providing Gravel backing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying etc, complete. and as directed by the SIPCOT officer.

Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing them in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete. and as directed by the SIPCOT officer.

Construction of Minor Bridge Across the local odai at Ch 0 + 2300 of Road No :19 of Internal Roads ( PART-E )

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for dressing the bed up to sill level and Flexible Aprons.

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for foundation of Abutments, Pier and Wing Walls

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for foundation of toe walls of Revetment

Vibrated Cement concrete in CC M 10 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for LEVELLING COURSE FOR ABUTMENTS, PIER AND WING WALLS

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for ABUTMENTS, PIER AND WING WALLS BELOW SILL LEVEL .

Vibrated Cement concrete in M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for TOE WALLS OF REVETMENT..

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL..

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for BED BLOCK CUM DIRT WALL

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for DECK SLAB , CENTRE MEDIAN. FOOTPATH AND KERB

Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for BASE COURSE OR APPROACH SLAB

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for APPROACH SLAB

Vibrated Reinforced Cement concrete in M40 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for INNER CRASH BARRIERS

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for HAND RAILS AND POSTS.

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer.for FOOTPATH RAMP

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) 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 as per relevant standard specification and as directed by the SIPCOT officer..

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer. for CRASH BARRIER TYPE PARAPET WALL.

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc, complete as directed by the dept. officers.

Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete and as directed by the SIPCOT officer.

Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete. as per relevant standard specification and as directed by the SIPCOT officer.

Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete as per relevant standard specification and as directed by the SIPCOT officer.

Supplying and fixing PVC pipes of 160mm dia for Service utilities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete for FOOT PATH

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete as per relevant standard specification and as directed by the SIPCOT officer.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, and as directed by the SIPCOT officer. wearing coat of 75mm uniform thickness over deck slab and approach slab

Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, laying, Handling charges and filling in layers tamping under optimum moisture content to get the Maximum density, including watering with all leads for water and all other incidental charges, etc. complete as per relevant standard specification and as directed by the SIPCOT officer.

Providing Gravel backing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying etc, complete. and as directed by the SIPCOT officer.

Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing them in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete.as per relevant standard specification and as directed by the SIPCOT officer.

Construction of RCC Storm Water Drain to the Main Arterial roads (PART-G)

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification and as directed by the SIPCOT officer for foundation of Drain

Vibrated Cement concrete in CC M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification and as directed by the SIPCOT officer for foundation.

Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification and as directed by the SIPCOT officer for RCC Drain Base Slab, Walls.

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) 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. and as directed by the SIPCOT officer

Providing Street Lights Arrangements For Main Road (19&4) including High Mast Light (PART-H)

Supply, delivery and erection of 10 metre height Hot Dip Galvanized Octogonal Poles with 175 mm bottom A/F & 70 mm top A/F made up of 3 mm thick HT sheet along with base plate of size 275 x 275 x 16 mm along with 1000 mm long double arm braket made up of 40 NB GI Pipe, Backeite sheet connectors with 2 nos, 6ASPMCB and steel type for fixing of street light fittings including 4 Numbers of M20 mm dia. MS " J "bolts of size 750 mm long top - EN8 grade foundation bolts along with Template for the above poles & Terminals suitable for the same etc., complete. and as directed by the SIPCOT officer For Double Collar Poles

Supply, delivery and erection of 30Mtr High Mast shaft in three sections suitable for 50m/sec wind speed as per IS: 875 part-III, with head frame, winch mounting bracket, luminaries carriage suitable to install 12Nos of 350W LED Flood light luminaries in symmetrical arrangement. (As per drawing enclosed herewith),Supply of raising lowering system comprisin double drum winch,6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial,Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template,Supply of LED type single dome aviation obstruction light,Supply of outdoor stand mounted feeder pillar, IP55, made with 2mm thick CRCA sheet with 1 no 63A TPN MCB incomer, single dial time switch, 32A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming 35 sq. mm and out going 16 & 2.5sq.mm terminal,Erection of 30 Mtr high mast with the help of suitable tools and plants, wiring of luminaries with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sqmm, lugs, MCB and all labour,Provision of GI pipe earthling the High mast with 2.5m long 40mm dia GI pipe including connection to high mast earth terminal with 25x3 mm GI flat with all materials and labour ( 2 Nos per mast required),Fixing and Termination of Outdoor stand mounted feeder pillar Suitable for 30Mtr High Mast etc., complete and as directed by SIPCOT Officers.

Supply, installation, testing and commissioning of following capacity of LED street lights (Make like Heavells, crompton, Bajaj , Philips or equivalent) consisting of separate optical and control gear, having IP 65 or better rating, enclosure made of pressure die casting aluminum having toughned glass, Input voltage range of 90 to 270 V AC and Input frequency range of 47 to 63 HZ, PF > 0.9 (lag), external surge protection up to 10 K.V. It shall have CRI > 70 and color temperature range between 3000 - 6000 deg K.LED chips shall be high power 1 W CREE/ NICHIA OR equivalent having efficiency of not less than 100 lumens / watt and junction temp. not exceeding 85 Deg celsius with life of 50000 hours having warranty not less than 5 years. LEDs should be arranged in combination of series and parallel connections: power electronic circuits shall have protection for short circuit , over voltage, over current and over temperature. Thickness of the fixtures not to exceed 70mm, weight shall not exceed 8 kg etc., the fixtures shall be conforming to Indian standards or International standards CE / UL etc., and all materials used in manufacture shall be RoHS compliant etc., complete and as directed by SIPCOT Officers.120W LED Fittings

Providing foundation arrangements to the street light poles as per following specifications.Earth work excavation for foundation of street light poles and High mast light poles in all classes of soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. except hard rock requiring blasting as per SS 20-B (HGS SS.20.B.) and depositing the same to the low lying area /median, foot path portion(only good earth to be deposited in median and foot path portion for the required quantity) as directed by SIPCOT officer with initial lead of 10m and lift of 2m etc. complete and as directed by the SIPCOT officers.

Quarrying, Wedging and Chiseling the hard rock measured in solid and removing them away from site where blasting is prohibited etc., complete as per standard specification and as directed by SIPCOT Officers.(For St.light)

.Providing stone dust for foundation concrete of street light poles laid in layers not exceeding 10cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site etc., complete standard specifications 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 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 Reinforced Cement Concrete 1: 1 1/2 : 3 (One cement, One and a half sand and three jelly) for pedestal concrete using Machine crushed 20mm size Hard Broken granite ISS stone Jelly for all "REINFORCED CEMENT CONCRETE WORKS" including cost and conveyance of all materials and labour to work site excluding cost of centering, shuttering, strutting and cost of MS / RTS Reinforcement grills placed in position but including machine mixing of concrete, laying, vibrating with mechanical vibrators, finishing, curing, including cost of soft potable water treatment of bearing, smooth with cement mortar 1:3 (One cement and Three sand) and kraft paper laid over it without claim for extra and and all labour charges for mixing concrete, laying, curing, vibrating charges, hire charges for all tools and plants and all other incidental charges etc. as directed by SIPCOT officers etc. complete

Supplying and erecting form work for (vertical surfaces) steel centering 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 6.5cm 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.

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, 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. (The steel rods must be Fe 415 grade of any brand with ISI marking and necessary test certicate to be produced before using it at site)

Fabrication, supply, installation, of out -door street lighting service pillar box of size 900 mm x 900 mm x 300 mm 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 and as directed by 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 and as directed by SIPCOT Officials.

Supply and installation of cabinet type class 1 & 2 combined model SPD to arrest surges and overvoltages in the power line due to lighning switching action etc. they must be installed in the incoming MCC panel / DB of the respective buling in parallel to the power circuitr. Model: PSV4/12.5/400TT (3 phase power network)and as directed by the SIPCOT officer

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 the SIPCOT officer (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

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

3.5 Core x 25 Sq.mm. PVC Armoured LT UG Aluminium Cable

Supply, laying, jointing 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 etc. complete.

Earthing as per the ISI specification with an earth electrode of 2.10 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 and masonry work , 38 mm RCC Cover slab for brick masonry etc., complete as per PWD SED item No. 233 and as directed by SIPCOT Officers.

Coil earth to street light poles with 8 SWG GI wire of 11.50 mtrs. Of length in which 10 mtrs of total length compressed in to a coil of one metre length connected suitable with hexagonal earth bolt of size 8 mm x in to 25 mm welded on the pole at one end with a coil position fixed on the earth etc., complete as per standard specification and as directed by the SIPCOT officer

Supply, delivery and laying of 90 mm dia HDPE Pipes including cost and laying charges into trenches etc., complete as directed by SIPCOT Officers.

Supply, delivery and laying of 50 mm OD - 4 Kg/cm2 PVC Rigid Pipes including cost and laying charges into Pole pillars for connecting cable into Poles etc., complete as directed by SIPCOT Officers.

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

Added GST of 18%

SREE INFRATECH

Suganya Constructions