Reconstruction of ROB at km 0.2 of MSP camp road near Thiruchirappalli Railway junction in lieu of existing old bridge No1136 at Railway km 340by4-5 in between Thiruchirappalli junction and Poonkudi Railway stations, Stage 2 work

Amount

Earth work excavation in all classes of soil except kankar requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges and storing of surplus earth etc., complete as per relevent standard specification and as per the direction of Engineer in charge for clearing the existing ramp in RP1 - A1 & RP2 -A2

Earthwork excavation in Kankar / Soft disintegrated rock not requiring blasting except 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 OF UNDER ABUTMENTS AND PIERS FOR OPEN & PILE CAP as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

Upto 2m

above 2m

Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS HBG metalincluding cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW ABUTMENTS and PIERS .as per MORT&H specifications 1100,1500, 1700& 2100 )

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants etc., complete as per relevant standard specifications, for FOOTING OF ABUTMENT AND RETURN.as per Cl 1500,1700 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and etc., complete as per relevant standard specifications, for FOOTING OF COLUMN.as per Cl 1500,1700 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and etc., complete as per relevant standard specifications, for COLUMN (BELOW GROUND LEVEL)as per Cl 1500,1700 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, 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 relevant standard specifications, for COLUMN (ABOVE GROUND LEVEL)as per Cl 1500,1700 & 2100 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, 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 relevant standard specifications, for ABUTMENT AND RETURN (BELOW GROUND LEVEL)as per Cl 1500,1700 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and etc., complete as per relevant standard specifications, for ABUTMENT AND RETURN (ABOVE GROUND LEVEL)as per Cl 1500,1700 & 2100 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per cl.1500,1700 & 2200 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for CAPPING BEAM OVER PIER as per section 1500 ,1700 and 2200 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for PEDESTAL OVER PIERS AND ABUTMENTS as per section 1500 ,1700 and 2200

Supply and fixing of Elastomeric bearing including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications as per section 2000 MORT@H specifications (V Revisions) and IRC :83-2015(part II)

Vibrated Reinforced Cement Concrete M35(Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for T-BEAM AND CROSS BEAMS as per section 1500 ,1700 and 2300 of MORTH specifications (V Revisions)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB as per section 1500 ,1700 and 2300 of MORTH specifications (V Revisions)

Vibrated Reinforced Cement Concrete M40 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for CRASH BARRIER as per section 811,1700 and 2703.3 of MORTH specifications (V Revisions)

Vibrated Reinforced Cement Concrete M40 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC PARAPET as per section 811,1700 and 2703.3 of MORTH specifications (V Revisions)

Vibrated Reinforced Cement Concrete M30 grade Design Mix using ISS graded hard granite broken metal, including cost and conveyance of all materials to site and cement at site, but excluding cost and fabrication of steel, but including formwork and centering, including labour charges for mixing, laying, curing concrete, working at heights, hire charges for Tools and Plants, including all other incidental charges, etc.complete. for WEARING COAT OVER DECK SLAB AND APPROACH SLAB. as per cl 2702.2 of MoRT&H specification (V Revision).

Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.as per section 2705 of MORTH specifications (V Revisions)

Supply and fixing of High Quality of PVC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths as per the directions of the departmental officers.

Supplying and installation of STRIP SEAL EXPANSION joint system of 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORTH specifications (V Revisions)

Providing HDPE pipe duct 50mm dia in crash barrier including cost, labour for fixing and other pipe specials

Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per section 1500,1700 and 2704 of MORTH specifications (V Revision)

Vibrated Reinforced Cement Concrete M 30 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS as per section 1500,1700 and 2704 of MORT@H specifications (V Revisions)

Supply and fabrication of Fe-500 (HYSD) steel required in the schedule including cost of steel at site cost of providing and cost of 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(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MORTH specifications ( V revision)

Providing and fixing Seepage pipes of 100mm dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site and for labour charges for fixing, etc.,to drain of the backfill as per section 2706 of MORTH specifications (V Revisions)

Filling behind Abutments and returns with clean gritty free drainig retrieved gravel and draining gravel having PHI value more than 35 conveyance of gravel to worksite, 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 CI. 710.1.4 and appendix -6 of IRC : 78-2014

Providing and laying of filter media with granular materials /stone crushed aggregate satisfying the requirement laid down in clause 2504.2.2 of MORTH specification to a thickness of 600mm with smaller size towrads the soil and bigger size towards the wall over the entire surface behind abutment , wing to a full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4 and IRC 78-2000-13.10.

Reinforced Earthen panel walls

Picking the B.T surfaces to including hire and running charges for the machine, conveyance charges, unloading at objectionable place, cleaning the milled surfaces as to avoid slippery including all other incidental and unforeseen items etc., complete as per the direction of the departmental officers.

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and storing of all surplus materials etc., complete as per standard specification and as per the direction of Engineer in charge for RE wall

Cement concrete M20 using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, lead for soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as bailing out water , maintaining of protective works, coffer dams, shoring, strutting etc., complete as per relevant specifications for LEVELLING COURSE for RE Wall MORT&H No, 3100.

Vibrated reinforced cement M40 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per Cl. 1704.2 and Cl.1706 of MORTH, Fourth revision, 2011 including cost and conveyance of all materials to site and cost of cement at site but ecluding cost and fabrication of steel but including labour charges for mixing , cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants,including all other incidental charges ect complete for Friction slab cum Crash Barrier

Construction of Reinforced Earth walls incuding cost of precast RCC Facia Panel (18 cm thick) in M35 grade concrete including cost of cement and aggregate at site , including cost of Deo strip with Galvanised Iron or Geo grid at site including assembling, joining at laying of reinforcement strips or Geo grid & grotextiles filter cloth in position including all materials and labour charges and all the including charges etc as per clause 31000 of MORTH specification

Filling with gravel with an angle of friction not less than 30o and PI value equal to or not grater than 10 and gradation and other equipemetns confirming to cl 3.2 of IRC SP102-2014 including cost and conveyance spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200 mm thick as directed by the departmental officers inclyding compacting each layer to the required density in accordance with IS 2720 Part VII at 97% modified Proctor density for the sub grade level keeping the moisture content of gravel at the time of compacting with in the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surfaces to the lines and grades as directed by the departmental officers and including hire charges and running charges for the roller and all other tools & plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc., complete as per Clause 3.2,.2 &6 of IRC:SP:102-2014.

Providing and laying of filter media with granular materials /stone crushed aggregate satisfying the requirement laid down in clause 2504.2.2 of MORTH specification to a thickness of 600mm with smaller size towrads the soil and bigger size towards the wall over the entire surface behind abutment , wing to a full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4 and IRC 78-2000-13.10.

Supply and fabrication of HYSD Fe 500 D steel required for all RCC items of works involved in the schedeule, including cost of steel at site and cost of fabrication labour charges for cleaning the roads straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in positions as specified in the drawing including ost of binding wire , provision of spacer bar, cover blocks and all other incidental charges etc ., complete.

Filling with gravel with an angle of friction not less than 30o and PI value equal to or not grater than 10 and gradation and other equipemetns confirming to cl 3.2 of IRC SP102-2014 including cost and conveyance spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200 mm thick as directed by the departmental officers inclyding compacting each layer to the required density in accordance with IS 2720 Part VII at 97% modified Proctor density for the sub grade level keeping the moisture content of gravel at the time of compacting with in the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surfaces to the lines and grades as directed by the departmental officers and including hire charges and running charges for the roller and all other tools & plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc., complete as per Clause 3.2,.2 &6 of iRC:SP:102-2014 for sub grade

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratorypower roller to achieve the desired density, complete as per clause 401grading-V Material

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and allother incidental charges etc., complete as per clause 406 of MORTH Rev-5

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen(SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as perClause 502 of MORTH Rev-5

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Providing, laying 100 mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Plain Cement Concrete M 10 (Nominal Mix) using 40mm ISS HBG metalincluding cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for separation layer over friction slab

Forming the embankment using retrieved cut earth from site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MOSRT&H Specifications for Central island

Plain Cement Concrete M 20 (Nominal Mix) using 20 mm ISS HBG metalincluding cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for foot path

Vibrated Cement concrete M40 ( design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site includong cost of formwork and centering soft water labouur charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depths, hire charges for tools & plants, including all other incidental charges etc., complete as per standard specification for providing & laying of Providing & fixing of kerb stone

Construction of PCC Retaining wall at the ends of RE panel walls

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and storing of all surplus materials etc., complete as per relevant standard specification and as per the direction of Engineer in Charge for FOUNDATION OF RETAINING WALL as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW RETAINING WALL.

Vibrated Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, 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 relevant standard specifications, for FOUNDATION OF PCC RETAINING WALL

Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, 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 relevant standard specifications, for RETAINING WALL (BELOW GROUND LEVEL)

Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, 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 relevant standard specifications, for RETAINING WALL (ABOVE GROUND LEVEL)

Providing and fixing Seepage pipes of 100mm dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site and for labour charges for fixing, etc.,to drain of the backfill as per section 2706 of MORT@H specifications (V Revisions)

Vibrated Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for CC Parapet as per section 811,1700 and 2703.3 of MORT@H specifications (V Revisions)

Provision of At grade improvement towards chennai arm

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and storing of all surplus materials etc., complete as per relevant standard specification and as per the direction of Engineer in charge for FOUNDATION OF RETAINING WALL as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

Plain Cement Concrete M15 (Nominal Mix) 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 compacting, curing concrete, Tools and Plants and incidental charges such as etc., complete as per relevant standard specification for LEVELLING COURSE BELOW Side drain

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Drain bottom Slab.

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Drain Vertical Wall.

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Cover Slab of Drain.

Providing & fixing Drain pipes of 100 mm dia of required length for abutment and wings including cost & conveyance of all materials to work site and for labour charges for fixing etc to drain of the back fill as per section 2706 of MORTH specification ( V revisions)

Supply and fabrication of Fe - 500 steel required for all RC items of works involved in the schedule and cost of HCRm steel confirming to IS 1786 at site inculding fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawing, inculding cost of binding wire, provison of spacer bars, cover blocks and all other incidental charges, etc., complete as per standard specifications.

Supply & laying of 300 mm dia hume pipe with collar supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete.

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and storing of all surplus materials etc., complete as per relevant standard specification and as per the direction of Engineer in chrage for collection chamber & housing the pVC pipe as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

Plain Cement Concrete of M15 Grade Nominal mix 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials including cement to site, including cost of form workand labour charges for mixing concrete, laying, vibrating, compacting, hire charges for all tools and plants, curing concrete with all leads for soft water, etc., complete as per MoSRT&H specification No:- 1701-1717 for LEVELLING COURSE BELOW collection chamber

Providing and Laying Vibrated Cement concrete M20 (Nomial Mix 1:1.5:3) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site, including form work and centering using soft water, labour charges for mixing, transporting and placing in position, compactiong, finishing and curing, working at depths, hir charges for tools and plants and incidental charges, etc, complete as per standard specifications for SIDE WALLS AND BEDDING OF COLLECTION CHAMBER.

Vibrated RCC M20 Design Mix using 20mm ISS HBG metal including cost and conveyance of all materials, including cement to site, but excluding cos and fabracation of steel but including cost of form work, labour charges for all mixing concrete, laying vibrating, compaccting, hire charges for all tools and plants, curing concrete with all leads for soft water, including cost of pre moulded RCC hand rails and posts etc., complete which are cast at site as per drawin, including cost of labour charges for fixing the same in correct position and all other incidental chargest. Complete as per MORT&H specifications No:-1701-117 for COVER SLABS OF COLLECTION CHAMBER.

Supply and fabrication of Fe - 500 Dsteel required for all RC items of works involved in the schedule and cost of HCRm steel confirming to IS 1786 at site inculding fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawing, inculding cost of binding wire, provison of spacer bars, cover blocks and all other incidental charges, etc., complete as per standard specifications.

Construction of brick work with cement mortar 1:4 (one of cement and four of sand) using 2nd class Country bricks of size 9"x4 3/8"x2 3/4" curing and finishing neatly as per standard specification etc. complete.

Plastering with cement mortar 1:4 (one of cement and four of sand) 12mm thick using fine river sand including curing and neat finishing etc complete. for Walls and Floor

Two coats of white washing in fine sreened shell lime including cost of materials, water, brushes etc., and labour for all works including clearing the surface, watering etc., complete

Road work

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and storing of all surplus materials etc., complete as per relevant standard specification and as per the direction of Engineer in chrage for levelling the under pass as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and storing of all surplus materials etc., complete as per standard specification

Forming the embankment using retrieved cut earth to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MOSRT&H Specifications

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratorypower roller to achieve the desired density, complete as per clause 401 grading-V Material

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and allother incidental charges etc., complete as per clause 406 of MORTH Rev-5

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen(SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as perClause 502 of MORTH Rev-5

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Providing, laying 100 mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance ofall materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucksto paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to thespecified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to therequired density etc., including labour for attending to paver to site etc., including hire and fuelcharges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller andall other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Providing and laying of earth excluding cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire andfuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for making up of low berm for compaction only

Providing of stair case @ P2 atgrade to RP2 trestle ( Stage II) & @ RP1 trestle to P36 atgrade ( StageI)

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and , removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and storing of all surplus materials etc. complete as per standard specification and as per the direction of Engineer in charge for Footing

Cement concrete M15 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Footing

Vibrated reinforced Cement Concrete M 30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabricating of steel including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , etc., complete as per relevant standard specifications, for Footing

Vibrated reinforced Cement Concrete M 30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabricating of steel including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , etc., complete as per relevant standard specifications, for Pedestal

Vibrated reinforced Cement Concrete M 30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabricating of steel including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , etc., complete as per relevant standard specifications, for Columns

Vibrated reinforced Cement Concrete M 30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabricating of steel including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , etc., complete as per relevant standard specifications, for Beams

Vibrated reinforced Cement Concrete M 30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabricating of steel including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , etc., complete as per relevant standard specifications, for Staircase

Supply and fabrication of Steel Grade FE 500 Steel Grade required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 standard specification.

Providing and fixing stainless steel railing with stainless steel post of 5mm thick S.S. post shaped as shown in the drawing and fixing 25mm dia S.S. pipe in the precut holes in the post and 75mm dia s.s. pipe handrail fixed at top with 3mm plate welded to s.s. post including handrail fixed at top with 3mm plate welded to s.s. post including proper cutting welding anchoring fixing of post to the treads of staircase, required machinery labour etc. complete as specified and directed.by the Engineer.

Paving the floor with cement based Hydraulically Pressed anti skid tiles (like Eurocon Tiles) in all floors 20mm thicks etc., complete as per std specifications

Painting two coat with ready mixed plastic emulsion paint and approved priming coat over the cement surface complete including scrapping clean removal of dirt parts for crash barrier, safety kerb, hand rails, bridge bottom sides, deck slab bottom, abutment, return walls and retaining wall sides with approved quality and colour including cost and conveyance of all materials to site , labour charges etc. complete as per standard specifications

Providing Painting and Colour washing for the ROB (Stage II)

Painting two coat with ready mixed plastic emulsion paint and approved priming coat over the cement surface complete including scrapping clean removal of dirt parts for crash barrier, safety kerb, hand rails, bridge bottom sides, deck slab bottom, abutment, return walls and retaining wall sides with approved quality and colour including cost and conveyance of all materials to site , labour charges etc. complete as per standard specifications

Painting two coat with ready mixed plastic emulsion paint and approved including priming coat over the cement surface complete including scrapping clean removal of drit of parts and for zebra marking.

Providing Rain water Havesting strucuture (Stage I)

Supply and Fixing ofy Finolex PVC pipe of 160mm dia 6kgs/cm2 inculding necessary specials such as elbow, Tee, etc., including cutting, jointing, including cost of pipe specials, labour charges for fixing in position vertically and horizontally in trestle portion and all other incidental charges, etc., complete for connecting between collection chamber and Drain Water Harvesting Well.

Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m as per SS20B, including cost of labour, equipments and all other incidental charges such as removal of all logs, stumps and other deleterious matter and obstructions trimmming bottom of excavation back filling and clearing the site add storing of all surplus earth with all leads etc., complete as per standard specifications for foundation of COLLECTION CHAMPER AND PVC DRAIN PIPE AND RAIN WATER HARVESTING.

Upto 2 metre

above 2 metre

Filling with river sand including cost and conveyance of all materials and stacking at site departments, labour charges for laying, handling and filling pre measurements, labour charges for laying, handling and filling in layers not more than 15cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for CI pipe pit and Rain water Harvesting well.

Plain Cement Concrete of M15 Grade Nominal mix 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials including cement to site, including cost of form workand labour charges for mixing concrete, laying, vibrating, compacting, hire charges for all tools and plants, curing concrete with all leads for soft water, etc., complete as per MoSRT&H specification No:- 1701-1717 for LEVELLING COURSE BELOW rain water collection chamber

Providing and Laying Vibrated Cement concrete M20 (Nomial Mix 1:1.5:3) using 20mm metal ISS HBG metal including cost and conveyance of all materials to site and cement at site, including form work and centering using soft water, labour charges for mixing, transporting and placing in position, compactiong, finishing and curing, working at depths, hir charges for tools and plants and incidental charges, etc, complete as per standard specifications for SIDE WALLS AND BEDDING OF COLLECTION CHAMBER.

Vibrated RCC M20 Design Mix using 20mm ISS HBG metal including cost and conveyance of all materials, including cement to site, but excluding cos and fabracation of steel but including cost of form work, labour charges for all mixing concrete, laying vibrating, compaccting, hire charges for all tools and plants, curing concrete with all leads for soft water, including cost of pre moulded RCC hand rails and posts etc., complete which are cast at site as per drawin, including cost of labour charges for fixing the same in correct position and all other incidental chargest. Complete as per MORT&H specifications No:-1701-117 for COVER SLABS OF COLLECTION CHAMBER.

Supply and fabrication of Fe - 500 Dsteel required for all RC items of works involved in the schedule and cost of HCRm steel confirming to IS 1786 at site inculding fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawing, inculding cost of binding wire, provison of spacer bars, cover blocks and all other incidental charges, etc., complete as per standard specifications.

Filling with 40 mm metal complying with standard specification inculding cost and conveyance of all and inculding labour charges for laying, handing and filling in layers of not more than 500mm thick complete for rain water harvesting well foundation.

Providing Pylons for main ROB (stage-II)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial lead of 10 m and initial lift of 2 m as per SS20B including cost of all labour materials, tools equipment and all incidental charges such as bailing out water and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, back filling, clearing up the site and storing of all surplus materials etc., complete as per standard specification for foundation Pylon

Filling with clean dry river sand below the foundation including cost and conveyance of all materials to work site including labour charges for filling, laying, compacting by under optimum moisture content to get the mazimum density flooding with water as layers of built-up to the bottom level inclusive all other incidental charges for foundation pylon, complete.

Cement Concrete M15 (Nominal Mix 1:2:4), using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for pylon as per standard specification

Vibrated Reinforced cement concrete of grade M20 (Nominal mix 1:1.5:3 ) using 20mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working art depths, Tools and plants and incidental charges etc., complete as per relevant standard specifications for pylon

Brick work in following Cement Mortar 1:4 Mix ( One cement:Four sand) using best quality of country bricks of size 8-3/4" x 4-1/4" x 2-1/4" for pier protection work including curing, inluding cost and conveyance of all materials to site, including cost of cement including all labour charges, all other incidental charges, etc., complete complying with standard specifiction.

Providing Vargapoochu over the corewalls of Vimanams / Gopuramsm with C.M 1:3 complete including shaping the mukhapathram, mahanasi, koodu all ornamental works to proper shape, by embedding broken bricks or shaped / chiselled bricks, rough - plastering with C.M 1:3 and finishing with final ornamental plastering including cost and conveyance of all materials, labour therrefore, lifiting of materials, all working in heights, curing with wter etc., complete - including all extra for scaffolding and including clearing the debris from the vimanams / gopurams of height uto 15m (Excluding Kaikaram)

Providing and fixing Tabular stones of size T-7.50 x 3.30 x 1/4 including cost and conveyance of all materials to worksite including engraving the names as specified by the departmental officers, including cost of engraving the manes of participants as directed by the departmental officers and labour charges for fixing and all other incidental charges etc complete as relevant clauses.

Supply and fabrication of HYSD Fe-500Dsteel required for all rcc items of works involved in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for claeaning rods, straightening, cutting, bending, tying the grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of bindind wire , provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specifications.

Painting with multicolour (Panchavarnam) good enamal paint complete for the Vimanams / Gopurams including cost and conveyance of all maerials, labour charges including cost and conveyance of all materials, labour charges including Artist Painter, working in heights, lifting of materials, cost of brushes etc., complete which include all extra for foldings in super ficial area.

Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four sand), 12mm thick in all floors including curing , including cost of potable water, etc., complete complying with standard specification and as directed by the departmental officers.

Provision of road furniture for the main ROB. (Stage – II )

Providing and laying of hole applied thermoplastic compound 2.5mm thick including relleclorising glass beads @ 250 gms. Per qm. Area, Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORT & H specification No. 803)

Providing and fixing of road stud 100 x 100mm., die cast in Aluminium resistant to corrosive effect of sail and gril, fitted with lens reflections, installed in concrete or asphaltic surface by drilling hole 30mm, upto a depth of 60mm and bedded in a suitable bituminous front or exopy mortor, etc., complete (as per BS: 873 (Part 4) 1973)

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LCD self-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive rim... The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063:1987 Category 2 and should withstand temperatures in he range of -7 C to 70 C. Flashing rate and color of lighting is to be provided Co per requirement. There should he minimum current losses of less than 20 micro-amperes in sleep-charging mode to enhance product life and single charge should provide fore minimum autonomy of 50 hours. The height, width and length shall not be less than 10 rotor x 100 min x 100 mot. 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, recommendation and complete as directed by the engineer. Warranty_Certificate and test reports confirming to compressive strength as per MORTli circular slialrbe otitdibed-Iforn thCitiatittrOttfit, ancTsubrliitted-To the engraTi-m-charge. Two rears warranty Lertnicate for Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained Worn ttic Manufacturer by the contractor and subnutted to the engineer-in-charge.

Providing and Fixing of Flexible Median Marker/Flexible Delineator that are made of tough, high impact resistant. injection-molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall he 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature.The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame the shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective e1clueni.s_aa per 1RC 67 2013 and ASTM 1,4956-.1 type XL specifications_refleedvity. values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer.

Providing and Erecting of Retro - Reflectorised Hazard Marker traffic sign made out of High intensity Prismatic Grade Sheeting confirming to Type -IV standards of IRC -67:2012 and ASTM D 4956-09, specification and fixing over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild Steel angle and supported on a mild steel angle post it 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 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 67-2012. The retro- reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No. 801)

Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specificationand fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mmm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4 mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts.MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffene plates 8mm thick of sizes 420 x 420, 682 x 420, 288 x 288, 288 x 927 & 44 x 130 are to be used. Anchor bolts of dimension 25mm dia and 100mm length are to be used as fixtures. The aaproved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 - 2012. The Latex printerused for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67 - 2012 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all mateials,equipment, machineries to worksite, including all labour charges for fixing the ganty in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Providing fixing of Regid Median Marker

Providing fixing of Flexible Median Marker

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 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 67-2012 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 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MORT&H Specification No.801) (60 cm Circular)

60 cm Circular

60X 45cm Rectangular

80X 60cm Rectangular

Providing and erecting direction and place identification retro reflectorised sign as per IRC: 67 - 2001 made of High intensity Grade vide clause 801.3 fixed over Aluminium sheeting, 2.0mm thick with area exceeding 0.9 Sqm. Supported on a mild steel angle iron post 75 x 75 x 6mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level, etc., complete (as per MORT & H specification No. 801) (for area More than 0.9 Sqm)

Disposal of earth

Disposal of surplus earth from the ROB & RE walls upto lead of 5 Km

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

P RAMU AND CO