Construction of High level bridge at Km 0/2 of Sempalli - Kottaramadugu road across Gavundanya Mahanadhi in lieu of existing causeway

Amount

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts, including cost of all labour, equipments and all other incidental charges such as baling out water, providing and maintaining necessary coffer dams, sheeting shoring, bracing, and their subsequent removal, removal of all logs, stumps, 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 ABUTMENTS & PIERS as per section 300,304 of MorT&H Specifications (V) Revision (including 600mm from the face of foundation for extra working space as per IS:1200 (Part 1)-1992 Cl:4:2:5)

Earth work excavation in rock not requiring blasting(SDR, & Soft rock except Hard Rock) and depositing on bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as baling out water, providing and maintaining necessary coffer dams, sheeting shoring, bracing, and their subsequent removal ,removal of all logs, stumps, 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 ABUTMENTS & PIERS as per section 300,304 of MorT&H Specifications (V) Revision (including 600mm from the face of foundation for extra working space asper IS:1200 (Part 1)-1992 Cl:4:2:5.1)

Compacted Plain cement concrete of grade M10(Nominal mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water ,labour charges for mixing,transporting, laying compacting, curing concrete , Tools and Plants and incidental charges such as bailing out water, maintaining protectivebunds,cofferdams,shoring,structting etc; complete as per relevant standard specification, for LEVELLING COURSE of 100mm THIICKNESS, BELOW FOOTING UNDER ABUTMENTS & PIERS as per Sections 1000,1500,1700 of MORT&H Specifications (V Revision).

Compacted Plain cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water ,labour charges for mixing,transporting, laying compacting, curing concrete , Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds,cofferdams,shoring,structting etc; complete as per relevant standard specification, for LEVELLING COURSE of 100mm THIICKNESS, BELOW FOOTING UNDER PIERS resting on rock as per Sections 1000,1500,1700 of MORT&H Specifications (V Revision).

Vibrated 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 , hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining protective bunds,cofferdams,shoring,strutting etc; complete as per relevant standard specification, for Filling the trenches around footing for a depth of 1.5m as per cl.707.4.6 of IRC 78:2014

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork,Soft water,labour charges for mixing, transporting, laying,curing concrete,working at depths,hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS & RETURN WALLS as per Sections 2100, 1000 1500 & 1700 of MORT&H 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 excluding cost of steel but including cost of formwork,Soft water,labour charges for mixing, transporting, laying,curing concrete,working at depths,hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Sections 1000, 1500 & 1700 of MORT&H 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 siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Section 1500, 1700 & 2200 of MORT&H 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 siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL & PEDESTALS OVER ABUTMENTS as per Section 1500, 1700 & 2200 of MORT&H 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 siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for PIERS-1800mm dia. as per Section 1500, 1700 & 2200 of MORT&H 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 siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for CAPPING BEAM and PEDESTAL OVER PIERS as per Section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

Supplying and fixing of Elastomeric bearing of size 500x320x80mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete asper Section 2000 of MORT&H Specifications (V Revision) 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 siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for T-BEAMS and CROSS BEAMS as per Section 1500, 1700 & 2300 of MORT&H 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 siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for DECK SLAB, KERBS & FOOTPATH as per sections 1500, 1700 & 2300 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M30 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for HANDRAILS and POSTS as per Sections 2703-3 of MORT&H Specifications (Fifth Revision).

Vibrated reinforced cement concrete M40 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for CRASH BARRIER ON INNER EDGE OF FOOTPATH as per cl 811,1700 & 2703.3 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M40 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for CRASH BARRIER OVER RETURN as per cl 811,1700 & 2703.3 of MORT&H Specifications (V Revision).

Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,complete as per cl 2705 of MORT&H Specifications (V Revision).

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Tranport(Roads Wing) in the 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 materials,cost of testing as per the MORT&(H) specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MORT&H Specifications (V Revision).

Compacted Plain Cement Concrete of grade M15 ( Nominal mix ) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete ,laying,hire charges for Tools and plants, compacting,curing with leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BELOW APPROACH SLAB,FOOTPATH RAMP as per cl 1500, 1700 & 2074 of MORT&H 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 cost of cement at site including all ,labour charges mixing, laying, ,hire charges for tools and plants compacting ,curing with all leads for soft water including all other incidental charges, etc., complete for FOOTPATH RAMP as per cl 1500, 1700 & 2704 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of formwork,labour charges mixing, transporting, laying,curing concrete,working at heights ,hire charges for tools and plants including all other incidental charges, etc., complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Sections 2702.2 of MORT&(H) V Revision, using ISS HBG graded metal,including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and Plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 2702.2 of MORT&H specifications (V Revision).

Providing and fixing WEEP HOLES WITH CLASS 1 PVC pipes of 100 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing, etc.,complete to drain the backfill as per cl 2706 of MORT&H Specifications (V Revision).

Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material as per appendix 6 of IRC:78-2014 wellpacked 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 Cl.710.1.4 & Appendix-6 of IRC:78-2014.

Filling behind Abutments and Returns as per Appendix 6 OF IRC:78-2014 with filling material having Phi value more than 35° free from cohesion including cost and conveyance to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IC:78-2014.

Supply and fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 Section 1600 of MORT&H Specifications (V Revision).

Supply and fabrication of Fe-240(mild steel grade -I) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 cl 1600 of MORT&H Specifications (V Revision).

Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths as per Section 2706 of MORT&H Specifications (Fifth Revision).

Dismantling Existing Causeway: Dismantling the the existing Plain Cement concrete in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.(Specification No.111,112,202.)

Forming Approach Road: Construction of Embankment with approved material of CBR 8 with all leads and lifts , Transporting to site , spreading,Grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 95% compaction with a lead of 2Km

Construction of Subgrade and earthern shoulders with approved material obtained from areas shown in the separate drawing for each and every Km having of CBR 8 proctor density and field density as per details enclosed Transporting to site , spreading,Grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 97% compaction with a lead of 2Km

Construction of Granular Sub-Base Grade V of 100mm thick 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 vibratory power roller to achieve the desired density, complete for formation of Approach road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)

Construction of Granular Sub-Base Grade III of 100mm thick 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 vibratory power roller to achieve the desired density, complete for formation of Approach road as per clause 401 of MORT&H Rev 5

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 all other incidental charges etc., complete for formation of Approach road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)

Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)

Providing and laying Dence Bituminous Macadam to 85mm thick using 0.4cum of 37.50-13.2mm, 0.35cum of 13.2 - 2.36mm and 0.36 cum of 2.36 and below with 71.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per specification using CMP for formation of Approach road as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,505,900)

Providing and laying Bituminous Concrete to 30mm 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 VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to 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 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 for formation of Approach road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)

Forming Diversion Road: Construction of Embankment with approved material of CBR 8 with all leads and lifts , Transporting to site , spreading,Grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 95% compaction with a lead of 2Km

Construction of Subgrade and earthern shoulders with approved material obtained from areas shown in the separate drawing for each and every Km having of CBR 8 proctor density and field density as per details enclosed Transporting to site , spreading,Grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 97% compaction with a lead of 2Km

Construction of Granular Sub-Base Grade V of 150mm thick 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 vibratory power roller to achieve the desired density, complete for formation of Diversion road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)

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 all other incidental charges etc., complete for formation of Diversion road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 per Clause 502 of MORTH Rev-5.

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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 per Clause 503 of MORTH Rev-5.

Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using 0.0162cum of 13.20-11.20mm, 0.1404cum of 11.20 - 5,60mm, 0.0729cum of 5.60-1.80mm, 0.0405cum of 2.80mm and below(TypeB) graded HBG metal using 19kg of VG30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and all other incidental charges etc.,Complete as per specification using CMP as per clause 508 of MORTH Rev-5

Supply and fixing of 1000 mm dia RCC NP3 class pipe of specification IS 458 - 1988 to work site ( excluding Hoisting and fixing of 900 mm dia pipes to proper gradient) including all labour charges, all incidetial charges, all taxes etc complete as per MORTH-2900

Forming ODR Road: Construction of Embankment with approved material of CBR 8 with all leads and lifts , Transporting to site , spreading,Grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 95% compaction with a lead of 2Km ODR Road

Construction of Subgrade and earthern shoulders with approved material obtained from areas shown in the separate drawing for each and every Km having of CBR 8 proctor density and field density as per details enclosed Transporting to site , spreading,Grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 97% compaction with a lead of 2Km ODR ROAD

Construction of Granular Sub-Base Grade V of 100mm thick 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 vibratory power roller to achieve the desired density, complete for formation of ODR road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)

Construction of Granular Sub-Base Grade III of 100mm thick 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 vibratory power roller to achieve the desired density, complete for formation of Approach road as per clause 401 of MORT&H Rev 5

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 all other incidental charges etc., complete for formation of ODR road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of ODR road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)

Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of ODR road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)

Providing and laying Dence Bituminous Macadam to 85mm thick using 0.4cum of 37.50-13.2mm, 0.35cum of 13.2 - 2.36mm and 0.36 cum of 2.36 and below with 71.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per specification using CMP for formation of ODR road as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,505,900)

Providing and laying Bituminous Concrete to 30mm 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 VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to 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 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 for formation of ODR road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)

Forming Service Road : Clearing light jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth as per clause No.201 of MORT&H Vth rev

Construction of Granular Sub-Base Grade V of 150mm thick 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 vibratory power roller to achieve the desired density, complete for formation of service road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)

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 all other incidental charges etc., complete for formation of service road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of service road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)

Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of service road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)

Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5 (Specification Number as per MORTH Rev.V 111,112,504,900).

Providing and laying Bituminous Concrete to 30mm 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 VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to 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 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 for formation of Approach road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)

Carted earth with lead of 2 km including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B as per clause No.304, 305 of MORT&H Vth rev

SUB ESTIMATE RCC RETAINING WALL A2 side Earth work excavation for rock not requiring blasting (SDR Kankar& soft rock) and depositing on bank with all leads and lifts as per SS20B including cost of labour ,materials ,tools,epuipments and all incidential charges and sheeting ,shoring,bracing and their subsequentl removal of all logs,stumps and other deleterious matter and obstructions trimming of bottom of excavation ,backfilling and clearing the site and disposal of all surplus materials etc., complete as per standard specfication for foundation of Retaining wall as per MORT&H No.304

Plain Cement concrete M10 (Nominal mix ) 1:3:6 using 40mm ISS HBG graded metal including cost and conveyance of all materials to work site and cost of cement at site including cost of , soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for Leveling course below footings of RCC Retaining walls as per MORT&H No.1000, 1500, 1700

Vibrated reinforced cement concrete M30 grade Design Mix, using 20mm ISS size hard broken granite graded metal including cost and conveyance of all materials to site and cost of 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 RETAINING WALL- BASE SLAB as per MORT&H Vth specification No.1000, 1500, 1700

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded metal, 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 wok and centering, soft water all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS - below sill level as per MORT&H Vth specification No.1000, 1500, 1700, 2200

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but, including cost of form wok and centering, soft water all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS - above sill level as per MORT&H Vth specification No.1000, 1500, 1700, 2200

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labor for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labor charges for fixing, etc., to drain of the backfill IN THE RETAINING. wall MoRTH-2706

Supply and fabrication of Fe-500 D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 Section 1600 of MORT&H Specifications (Fifth Revision)

Vibrated Cement Concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for BROKEN PARAPPET as per MoRTH-1000,1500,1700

SUB ESTIMATE RCC RETAINING WALL A1 Side(River Training Works) Earth work excavation for rock not requiring blasting (SDR, kankar and soft rock) and depositing on bank with all leads and lifts as per SS20B including cost of labour ,materials ,tools,epuipments and all incidential charges and sheeting ,shoring,bracing and their subsequent removal removal of all logs,stumps and other deleterious matter and obstructions trimming of bottom of excavation ,backfilling and clearing the site and disposal of all surplus materials etc., complete as per standard specfication for foundation of Retaining wall as per MORT&H No.304

Plain Cement concrete M10 (Nominal mix ) 1:3:6 using 40mm ISS HBG graded metal including cost and conveyance of all materials to work site and cost of cement at site including cost of , soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for Leveling course below footings of RCC Retaining walls as per MORT&H No.1000, 1500, 1700

Vibrated reinforced cement concrete M30 grade Design Mix, using 20mm ISS size hard broken granite graded metal including cost and conveyance of all materials to site and cost of 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 RETAINING WALL- BASE SLAB as per MORT&H Vth specification No.1000, 1500, 1700

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded metal, 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 wok and centering, soft water all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS - below sill level as per MORT&H Vth specification No.1000, 1500, 1700, 2200

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded metal, 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 wok and centering, soft water all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS - above sill level as per MORT&H Vth specification No.1000, 1500, 1700, 2200

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labor for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labor charges for fixing, etc., to drain of the backfill IN THE RETAINING WALL. MoRTH-2706

Supply and fabrication of Fe-500 D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 Section 1600 of MORT&H Specifications (Fifth Revision)

Vibrated Cement Concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for BROKEN PARAPPET as per MoRTH-1000,1500,1700

SUB ESTIMATE PCC RETAINING WALL A1 side(LHS) Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water providingand maintaining necessary cofferdams sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF RETAINING WALL. as per MORT&H Vth Revision 304

Vibrated Cement Concrete M20 (1:1.5:3) using 40mm ISS HBG metal 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, curing concrete, Working at heights, , hire charges for tools and Plants, including all other incidental charges, etc., complete for FOOTINGS OF RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700

Vibrated Cement Concrete M20 (1:1.5:3) using 40mm ISS HBG metal 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, curing concrete, Working at heights, , hire charges for tools and Plants, including all other incidental charges, etc., complete for STEM OF RETAINING WALL BELOW GROUND LEVEL as per MORT&H Vth Revision 1000, 1500, 1700,2200

Vibrated Cement Concrete M20 (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for STEM OF RETAINING WALL ABOVE GROUND LEVEL as per MORT&H Vth Revision 1000, 1500, 1700,2200

Providing and fixing seepage pipes of 100mm dia class.I PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in Retaining Wall as per MORT&H Vth specification No.2706

Vibrated Cement Concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for BROKEN PARAPPET MORTH-1000,1500, 1700

SUB ESTIMATE PCC RETAINING WALL A2 side Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges such as boiling out water, providing and maintaining cofferdam sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF RETAINING WALL. as per MORT&H Vth Revision 304

Vibrated Cement Concrete M20 (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for FOOTINGS OF RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700

Vibrated Cement Concrete M20 (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for STEM OF RETAINING WALL BELOW GROUND LEVEL as per MORT&H Vth Revision 1000, 1500, 1700,2200

Vibrated Cement Concrete M20 (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for STEM OF RETAINING WALL ABOVE GROUND LEVEL as per MORT&H Vth Revision 1000, 1500, 1700,2200

Providing and fixing seepage pipes of 100mm dia class.I PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in Retaining Wall as per MORT&H Vth specification No.2706

Vibrated Cement Concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for BROKEN PARAPPET MORTH-1000,1500, 1700

SUB ESTIMATE FOR REVETMENT 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 whereever necessary etc., complete as per relevent standard specification for Foundation of Toe walls of REVETMENTS. as per section 305 MORT&H Revision V

Vibrated Cement concrete M10 (Nominal mix ) 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including form work, soft water, labour charges for mixing, transporting, laying curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification, for toe walls of reverments as per MORT&H Specificaton No.1000, 1500, 1700

Vibrated Cement concrete M15 (Nominal mix ) 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including form work, soft water, labour charges for mixing, transporting, laying curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification, for Stem of toe walls of reverments as per MORT&H Specificaton No.1000, 1500, 1700, 2200

Gravel backing to revetment for 150mm thick, including cost an conveyance of gravel to worksite, laying and filling in layers, of 150 mm thick tamping, including watering with all leads for water and all other incidental charges etc., complete.

Manufacturing and fixing cement concrete blocks of size 250 X 250 X 300 mm in CC 1:2:4, nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyance fo all materials to worksite and cement site including conveyance and handling charges for the same at both ends, including all other incidental charges, etc., completed for Revetments as per section 2504 MORT&H Revision V

Providing with cement mortar 1:3 to revetment including cost and conveyance of metal including labour charges and all other incidental charges etc., complete as per section 2504 MORT&H Revision V

SUB ESTIMATE FOR PAINTING THE BRIDGE Painting two coats with approved Cement Paint over the priming coat surface using first class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning, preparing the surface painting and curing all etc., complete.

Painting two coats with approved ready mix plastic emulsion paint of first class quality paint and approved colour over a priming coat over the cement plastered surface inculding all cost and conveance of all labour charge for cleaning preparing the surface, painting and curing etc complete.,

Sub Total Bid Price (in figures)

GST @ 18% of above all Schedules (in figures)

S NAGARAJAN