Construction of High Level Bridge across Ongur River in between Venpalagaram and Kadavambakkam

Amount

Earth work excavation in all classes of soils not requiring blasting and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, shuttering, walling and forming protective bunds wherever necessary, etc., complete as per relevant standard specification, for DRESSING THE BED as per MORT&H Vth Revision 304.

Earth work excavation in all classes of soils, sand with pebbles, crushed disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, shuttering, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, for FOR FOUNDATION UNDER PIERS AND ABUTMENTS as per Section 300 & 304 of MORT&H specifications (V revision)

Plain 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 soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1000, 1100, 1500 & 1700 of MORT&H specification (V Revision) for LEVELLING COURSE below foundation of Abutments and Piers

Vibrated Reinforced Cement Concrete of grade M 35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1100, 1500 &1700 of MORT&H specification (V Revision) for FOOTING OF ABUTMENTS , RETURNS AND PIERS

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, for SUB STRUCTURE - ABUTMENT and RETURNS as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) - BELOW SILL LEVEL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, for SUB STRUCTURE - ABUTMENT and RETURNS as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) ABOVE SILL LEVEL

Providing and fixing Class 1 PVC seepage 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 Section 2706 of MORT&H Specifications (V Revision).

Vibrated Reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork,soft water, 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 BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, 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 COLUMN PIER as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) BELOW SILL LEVEL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, 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 COLUMN PIER as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) ABOVE SILL LEVEL

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork,soft water, 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 as per Sections 1500, 1700 & 2200 of MORT&H Specifications (V Revision). for CAPPING BEAM OVER PIERS

Supplying and fixing of ELASTOMERIC BEARING 500x300x80mm as shown in drawing 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 site and 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,vibration charges working at heights soft water and hire charges for tools and plants including all other incidental charges, etc., complete as per relevent standard spectification for T-BEAMS and CROSS BEAMS as per Sections1500, 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 site and 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, soft water, ,hire charges for tools and plants including all other incidental charges, etc., complete as per Sections 1500, 1700 & 2300 of MORT&H Specifications (V Revision). for DECK SLAB, KERBS and FOOTPATH

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site, formwork and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for PEDESTALS OVER PIERS AND ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specification (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 specification (V Revision)

Supplying and installation of STRIP SEAL EXPANSION joint system confirming to specifications for road and bridge works 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 labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H specification (V Revision)

Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT &H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014

FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel including cost 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 and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014

Vibrated Plain Cement Concrete of grade 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 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 as per Sections 1500, 1700 & 2074 of MORT&H Specifications (V Revision). for BASE COURSE BELOW APPROACH SLAB & FOOTPATH RAMP.

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 but including ,labour charges for mixing, laying,curing concrete,working at heights, soft water, hire charges for tools and plants including all other incidental charges, etc., complete for APPROACH SLAB as per Sections 1500, 1700 & 2704 of MORT&H Specifications (V Revision).

Vibrated cement concrete M30 (Design mix) using 20mm,12mm, 6mm ISS HBG graded Metal, including cost and conveyance of all materials to work site including all leads for softwater, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT over DECK SLAB and APPROACH as per cl 2702-2 of MORT&H specification (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 ,softwater, 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 (V Revision).

Vibrated Reinforced cement concrete of grade 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 , softwater, hire charges for tools and plants including all other incidental charges, etc., complete for CRASH BARRIER as per cl 811,1700 & 2703.3 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete of grade M15 ( Nominal mix) 1:2:4 using 40mm ISS HBG graded 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 and curing concrete , softwater, Tools and plants and incidental charges etc., complete as per relevant standard specification, for PARAPET as per Sections 1500 & 1700 of MORT&H Specifications (V Revision).

Supply and fabrication of Fe-500 (HYSD) 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 cl 1600 of MORT&H Specifications (V Revision).

Supply and fabrication of Fe-240 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 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).

Providing and fixing CLASS I PVC Utility pipes of 160 mm dia of required lengths for footpath including cost and conveyance of all materials to worksite, and labour charges for fixing etc., complete for duct in in footpath as per cl 2706 of MORT&H Specifications (V Revision).

FORMATION OF APPROACH ROAD Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the engineer using Carted earth or formation of approach road for BOX CUTTING. as per MORT&H No.300 & 304 (V Revision).

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the engineer using Casrted earth with a lead of 23 km for formation of approach road for 95% COMPACTIOIN. complete as per standard specification as per MORT&H No.305 (V Revision).

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specificatios and the lines, grades and cross sections in the drawings or as indicated by the Engineer using Carted Earth with a lead of 23 km for formation of Approach road for 97% COMPACTION. as per standard specification as per MORT&H No.305 (V Revision).

Construction of granular sub- base grade - V of 150mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 as per clause 401 of MORTH Rev-5

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/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 as per clause 406 of MORTH Rev-5

Providing and laying Prime Coat over WBM/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 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 overit 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 50mm consolidated thick Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of13.20-2.36mm and 0.23cum of 2.36mm & below and with 37Kgs of VG30 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 MORTH Rev-5

Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30/VG40 bitumen for pre mixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing them in required temperature in centralhotmix plant 20-30ton 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 8-10tonne Vibratory/ Pneumatic 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/ Pneumatic 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

CONSTRUCTION OF RCC RETAINING WALL for Approach road A1 side Earth work excavation in all classes of soil not requiring blasting and depositing on bank with all leads and lifts as per SS20 B, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and constructions, trimming bottom of excavation backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATION OF RCC RETAINING WALLS. for Approach road A1 side as per MORT&H No.304

Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, 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 for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS. as per MORT&H No.1000, 1500 & 1700

Vibrated Reinforced Cement Concrete M30 (Design Mix) Using 20mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections.1100, 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. as per Sections. 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

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 labour for 900mm dia. semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill RCC Retaining wall. as per Sections.2706 of MORT&H Specifications (V Revision).

Supply and fabrication of Fe -500(HYSD) steel all RCC items of works involved in the schedule, including cost of steel at site and cost of fabraction labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in positions 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)

Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, 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 Cut Parapet Wall as per Sections.1000, 1500 &1700 of MORT&H Specifications (V Revision).

CONSTRUCTION OF RCC RETAINING WALL AND PCC RETAINING WALL for Approach road A2 side Earth work excavation in all classes of soil not requiring blasting and depositing on bank with all leads and lifts as per SS20 B, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and constructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc, complete for FOUNDATION OF RCC RETAINING WALLS.. as per Section No.304 of MORT&H Specifications (V Revision).

Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, 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 for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS. as per Sections.1000, 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete M30 grade (Design Mix ) Using 20mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections1100, 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500, 1700, 2200 of MORT&H Specifications (V Revision).

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RCC RETAINING WALLS as per Sections.2706 of MORT&H Specifications (V Revision).

Supply and fabrication fo Fe -500(HYSD) steel all RCC items of works involved in the schedule, including cost of steel at site and cost of fabraction labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in positions 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)

CONSTRUCTION OF PCC RETAINING WALL Earth work excavation in all classes of soil not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B, including cost of all labour and all incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and constructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc, complete for FOUNDATION OF PCC RETAINING WALLS. as per Sections 304 of MORT&H Specifications (V Revision).

Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, 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 for LEVELLING COURSE BELOW THE FOOTINGS OF PCC RETAINING WALLS. as per Sections 1000, 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement concrete M20 grade (1:1.5:3) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation of PCC Retaining wall. as per Sections 1000, 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement concrete M20 grade (1:1.5:3) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Stem of PCC Retaining walls. as per Sections 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE PCC RETAINING WALLS as per Sections 2706 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete of M-15,Grade Nominal Mix, (1:2:4,) 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 for Cut Parapet Wall for Approach road A2 side as per Sections 1500, 1700, 2200 of MORT&H Specifications (V Revision).

CONSRUCTION OF BOX CULVERT Earth work excavation in all classes of soil except hard rock not requiring blasting and depositing on bank with all leads and all lifts as per SS20B including cost of labour, equipments and all other incidental charges such as bailing out water, providing necessary coffer dam sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstruction trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus earth with all leads etc,. Complete as per standard specification for foundation as per Sections 304 of MORT&H Specifications (V Revision).

Plain Cement concrete in M15 Grade (1:2:4) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for leveling course as per Sections.1000, 1500, 1700 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement concrete in M25 Design Mix Using 20mm Metal ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX as per Sections 1000, 1500, 1700, 2200 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement concrete in M25 Design Mix Using 20mm Metal ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Approach Slab as per Sections 1000, 1500, 1700, 2704 of MORT&H Specifications (V Revision).

Supply and fabrication of Fe-500 (HYSD) 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 (V Revision)

Vibrated Cement concrete of grade M30 (Design Mix) using 20mm, 12mm, 6mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, asper relevant standard specification For Wearing Coat 75mm thickness over Deck Slab as per cl.2702.2 of MORT&H Specifications (V Revision).

Vibrated Cement concrete in M20 Grade (1:1.5:3) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete for Retaining walls &Parapet. as per Sections 1000, 1500, 1700 of MORT&H Specifications (V Revision).

FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel including cost 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 and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014

Providing and fixing PVC Seepage Pipes of 100mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per Sections.2706 of MORT&H Specifications (V Revision).

Providing and fixing of G.I. Drainage spouts 100mm dia asper 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 Sections.2705 of MORT&H Specifications (V Revision).

Supplying of fixing of 12mm thick bitumenous pad for joints as directed by engineer -in- charge

Sub Total Bid Price (in figures)

GST @ 12% of above all Schedules (in figures)

SREE VENKATESWARA ROAD CONSTRUCTIONS P LTD

E.CHANDRAN