Construction of High level bridge at Km.1/4 of Gingee - Melkalavai road across Sankaraparani river in lieu of existing causeway

Amount

Earth work excavation in all classes of soils not 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 & forming protective bunds whichever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO LOWEST BED LEVEL.

Earth work excavation in Soft Disintergrated Rock not 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 & forming protective bunds whichever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO LOWEST BED LEVEL.

Earth work excavation in all classes of soil 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 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 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 of MoRT&(H) Specifications (Fifth Revision).

Earth work excavation in Soft Disintergrated Rock not requiring blasting 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 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 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 of MoRT&(H) Specifications (Fifth Revision).

Earth work excavation in Rock requiring blasting and depositing on bank, with all leads and lifts, 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 obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, and depositing on bank with all leads and lifts as per SS20B, including cost of all for FOUNDATION UNDER PIERS AND ABUTMENTS as per Section 300 of MoRT&(H) Specifications (V Revision).

Providing Compacted Plain Cement Concrete of grade M35 (Design mix) using 40mm ISS size 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 etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTINGS to Provide even surface as per Sections 2100 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade 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, potable water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS & RETURN WALLS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade 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, Potable water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG 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 formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURNS SUBSTRUCTURE Below sill level as per Section 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG 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 formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges etc complete for ABUTMENT AND RETURNS SUBSTRUCTURE Above sill level as per Section 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth 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, potable water, hire charges for tools and plants including all other incidental charges etc., complete for CIRCULAR PIERS - 1500mm dia Below sill Level as per section 1500, & 1700, 2200 of MORT&H Specifications (Fifth 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, hire charges for tools and plants including all other incidental charges etc., complete for CIRCULAR PIERS - 1500mm dia Above Sill Level as per section 1500, & 1700, 2200 of MORT&H Specifications (Fifth Revision)

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 soft water, labour charges for mixing transporting, laying and curing concrete, 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 FILLING THE TRENCHES AROUND THE FOOTINGS from bottom of foundation as per cl.707.4.6 of IRC 78 (Part-I)-2024.

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, potable water, hire charges for Tools and Plants including all other incidental charges etc complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per Section 1500 & 1700, 2200 of MoRT&(H) Specifications (Fifth Revision) and as per Cl. 218.9 of IRC:6-2017 and Cl. 8.5.3.1 of IRC: SP:114-2018.

Vibrated reinforced cement concrete of grade 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, potable water, hire charges for tools and plants, including all other incidental charges etc., complete for CAPPING BEAM as per section 1500, & 1700, 2200 of MORT&H Specifications (Fifth Revision) and as per Cl. 218.9 of IRC:6-2017 and Cl. 8.5.3.1 of IRC: SP:114-2018.

Vibrated reinforced cement concrete of grade 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, potable water, hire charges for tools and plants including all other incidental charges etc., complete for PEDESTALS & REACTION BLOCKS OVER PIERS AND ABUTMENTS as per section 1500, & 1700, 2200 of MORT&H Specifications (Fifth Revision) and as per Cl. 218.9 of IRC: 6-2017, and Cl.8.5.3.1 of IRC:SP:114-2018.

Providing and Fixing of ELASTOMERIC BEARING 40 x 32 x 8 cm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete. as per section 2000 of MORT&H specifications (Fifth Revision ) and IRC:83-2015 (Part-II).

Providing and Fixing of ELASTOMERIC pad of size 30 x 30 x 2 cm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete. as per section 2000 of MORT&H specifications (Fifth Revision ) and IRC:83-2015 (Part-II)

Vibrated reinforced cement concrete of grade 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, 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 (Fifth Revision)

Vibrated Reinforced Cement Concrete of grade 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, Potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for DECK SLAB as per section 1500, 1700 & 2300 of MORT&H specification (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 site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, 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 Deck & Returns as per sections 811, 1700 & 2703.3 of MORT&H specification (V Revision).

Providing and fixing of G.I DRAINAGE SPOUTS 100mm dia. 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 specification (V Revision).

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works published by Ministry of Surface Transport (Roads Wings) 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 all 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 specification (V Revision).

Compacted Plain Cement Concrete of grade M15 (Nominal mix) using 40 mm 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 all leads for Potable water, including all other incidental charges, form work etc., complete for BASE COURSE Below Approach Slab as per sections 1500, 1700 & 2704 of MORT&H specification (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 labour charges for mixing, transporting laying, curing concrete, working at heights, Soft water, hire charges for tools and plants, including all other incidental charges, including inspection champer, inclusive of 150mm ducts and other accessories of footpath etc., complete SAFETY KERB RAMP as per sections 1500, 1700 & 2300 of MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade 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, transporting, laying, curing concrete, working at heights, potable 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 specification (V Revision).

Vibrated Cement Concrete M30 (Design mix) 75mm uniform thickness with surface reinforcement using 20 mm, 12mm, 6mm ISS HBG graded metal, including cost and conveyance of all materials to work site, cost of cement at site but excluding cost and fabrication of steel but including formwork, labour charges for mixing, laying, curing concrete, hire charges for Tools and Plants, including all leads for softwater, and all other incidental charges cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT over DECK SLAB and APPROACH SLAB as per cl 2702.2 of MORT&H specification (V Revision).

Providing weep holes with CLASS I PVC pipes of 100mm dia of required lengths for abutments, return walls & Retaining walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill as per sections 2706 of MORT&H specification (V Revision).

Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material 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-8 of IRC:78 (PART-1)-2024.

Filling behind Abutments and Return wall with filling material having ϕ value more than 35° 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 CI.710.1.4 & Appendix-8 of IRC:78 (PART-1)-2024 & Cl.305 of MORT&H specification (V Revision).

Supply and fabrication of Fe-500 (HSD) grade steel 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 laping 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 specification (V Revision)

Supply and fabrications of Mild steel Grade –I required for all RCC items of works involved in the schedule, including cost of steel at site cost of fabrications, labour charges for cleaning the rods, straightening, cutting, bending, typing grills including lapping to the required length wherever necessary and providing to the reinforcement, placing the reinforcement in position as specified in the drawing 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 specification (V Revision).

Supply and fixing of High Quality of PVC pipes of 160mm 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.

Dismantling the Existing Structure Dismantling RR Stones masonry wall dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202

Dismantling PCC Hard bed Retaining wall and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202

SUB ESTIMATE - DIVERSION ROAD Earthwork excavation in all classes of soils except hardrock 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, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment Using carted earth for 95 % compaction with a lead of 3 km

Earthwork excavation in all classes of soils except hardrock 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, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For sub grade Using carted earth for 97 % compaction with a lead of 3 km

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base Grade-V 150mm 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 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 405 of MORTH 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 as per clause 406 of MORTH Rev-5

Supply of NP 3 class RCC 1000 mm dia. pipes 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 for Diverison road.

Hoisting and Fixing of 1000 mm dia. NP 3 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete for Diverison road.

Earthwork 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 for Carted Eath with a lead of 3.0 Kms. for formation of Divresion Road.

SUB ESTIMATE - RCC RETAINING WALL A1 & A2 side Earthwork excavation in all classes of 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 baling out 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 RETAINING WALLS. as per MORT&H Vth Revision 304

A1 side

A2 side

Vibrated 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 for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS. as per MORT&H Vth Revision 1000, 1500, 1700

A1 side

A2 side

Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken 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 FOOTING OF RETAINING WALLS as per section 1000, 1500 & 1700 of MORT&H Vth Revision

A1 side

A2 side

Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken 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 STEM RETAINING WALLS. Below Ground level as per MORT&H Specificaton No.1000, 1500, 1700, 2200

A1 side

A2 side

Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken 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 STEM RETAINING WALLS. AboveGround level as per MORT&H Specificaton No.1000, 1500, 1700, 2200

A1 side

A2 side

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied lengths for Retaining wall 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 ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS, - as per MOR&H Vth specification No.2706

A1 side

A2 side

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade.

A1 side

A2 side

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per cl 1000, 1500, 1700 of MORT&H specification (V Revision)

A1 side

A2 side

SUB ESTIMATE - RCC RETAINING WALL A1 & A2 side Earthwork excavation in all classes of 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 baling out 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 RETAINING WALLS. as per MORT&H Vth Revision 304

Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS size 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 FOOTINGS OF RETAINING WALLS.

Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 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 STEM OF RETAINING WALLS. Below the Ground Level as per MORT&H Vth rev no.1500, 1700, 2200

Vibrated Cement Concrete of grade M20 Nominal Mix 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 STEM OF RETAINING WALLS. Above the ground level as per MORT&H vth rev no.1500, 1700, 2200

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for Retaining wall 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 bac fill IN THE ABUTMENTS AND WINGS as per MOR&H Vth rev no.2706

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet

SUB ESTIMATE - APPROACH ROAD Earthwork excavation in all classes of soils except hardrock 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, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment Using carted earth for 95 % compaction with a lead of 3km

Earthwork excavation in all classes of soils except hardrock 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, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For sub grade Using carted earth for 97 % compaction with a lead of 3km

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base Grade-V 150mm 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 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 405 of MORTH 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 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 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 2.50Kg 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 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 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 the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical paver to the specified grade sand 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 and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, PaverFinisher, Vibratory roller and all 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 30/40 mm thick using 0.13 cum of 19.00 -9.50 mm, 0.17cum of 9.50-2.36 mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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 40 mm 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 as per clause 507 of MORTH Rev-5

Sub Estimate for Painting 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 ready mix Plastic Emulsion Paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc., complete.

Sub Total Bid Price (in figures)

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

VEDIAPPAN (BID ID -1525622)