Highways Department-HD has published Tender For Bridge Work. Submission Date for this Tender is 30-01-2024. Bridge Work Tenders in tirunelveli Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | BRIDGE ESTIMATE |
| 2 | Earth work excavation in all classes of soil and depositing on bank,with all leads and liftsincluding cost of all labour, equipments and all other incidental charges etc., complete as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL as per section 300 of MORT&H Specifications (Fifth Revision) |
| 3 | Earth work excavation in all classes of soil except hard rock as per SS 20B and depositing on bank,with all leads and liftsincluding 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 specifation for FOUNDATION OF ABUTMENTS & PIERS as per section 300 of MORT&H Specifications (Fifth Revision) (Including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) |
| 4 | Earth work excavation in rock not requiring blasting (Soft Dinintegrated rocks / Soft rocks) and depositing on bank,with all leads and liftsincluding 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 specifation for FOUNDATION OF ABUTMENTS & PIERS as per section 300 of MORT&H Specifications (Fifth Revision) (Including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) |
| 5 | Compacted plain Cement Concrete M10 (Ordinary concrete), using 40 mm ISSHBG graded 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 concretetools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring,strutting, etc., complete as per relevant standard specification for LEVELLING COURSE OF 100mm THICKNESS BELOWFOOTING UNDER ABUTMENTS AND PIERS as per section 2100 of MORT&H specifications (Fifth Revision). |
| 6 | Vibrated Reinforced Cement Concrete M35 (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, but including cost of form work, 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, forming and maintaining of protective bunds, cofferdams, shoring,strutting etc., complete as per relevant standard specification for FOOTING OF ABUTMENTS ANDRETURN WALLS as per section 2100, 1500 & 1700 of MORT&H specifications (Fifth Revision). |
| 7 | Compacted Cement Concrete M15 (Nominal mix), using 40mm ISS HBG Graded metalincluding cost and conveyance of all materials to site and cost of cement at site including labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges, etc., completefor FILLING THE TRENCH AROUND FOOTING UPTO ROCK as per section 2100 of MORT&H specifications (Fifth Revision). |
| 8 | Vibrated Reinforced Cement Concrete M35 (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, but including cost of form work, 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, forming and maintaining of protective bunds, cofferdams, shoring,strutting etc., complete as per relevant standard specification for FOOTING OF PIERS as per section 2100, 1500 & 1700 of MORT&H specifications (Fifth Revision). |
| 9 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metalincluding cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including 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 section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision) for SUB STRUCTURE - ABUTMENTS AND RETURN WALLS (below ground level). |
| 10 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metalincluding cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including 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 section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision) for SUB STRUCTURE - ABUTMENTS AND RETURN WALLS (above ground level). |
| 11 | Vibrated Reinforced Cement Concrete M35 (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, but including cost of formwork, labour chargesfor mixing , transporting, laying, curing concrete, working at heights, soft water, hire charges for Toolsand Plants, including all other incidental charges, etc., complete,as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision) for BED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTS . |
| 12 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metalincluding 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 work, soft 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 sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for SINGLE COLUMN PIERS (below ground level). |
| 13 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metalincluding 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 work, soft water,labour charges for mixing, transporting, laying, curing concrete working on height, hire charges for tools and plants, including all other incidental charges, etc., complete as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for SINGLE COLUMN PIERS (above ground level). |
| 14 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metalincluding 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 work, soft 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 sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) forCAPPING BEAM OVER PIERS . |
| 15 | Supplying and fixing of ELASTOMERIC BEARING as shown in the drawing 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) |
| 16 | Vibrated reinforced Cement Concreteof 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 excluding cost and fabrication of steel but including cost of form work, labour chargesfor 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 relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision) |
| 17 | VibratedreinforcedCementConcrete of gradeM35(Design mix)using 20mm ISSHBG Graded metal as the max. size of coarse aggregate , 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 chargesfor mixing , transporting, laying, curing concrete, working at heights, soft water, hire charges for Toolsand Plants, including all other incidental charges, etc., complete, as per relevant specificationfor DECK SLAB, KERB ANDSAFETY KERB as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision) |
| 18 | Vibrated Reinforced Cement ConcreteM40 (Design mix), using 20mm ISS HBG gradedmetal including cost and conveyance of all materials to site and cost of cement at site excluding cost andfabrication of steel, but including cost of form work, labour charges formixing, transporting, laying, curing concrete, working at heights, soft water, hirecharge for tools and Plants, including all other incidental charges, etc., complete, for CRASH BARRIER as per section 811, 1700 & 2703.3 of MORT&H specifications (Fifth Revision) |
| 19 | 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 section 2705 of MORT&H specifications (Fifth Revision) |
| 20 | Supplying and installation ofSTRIP SEAL EXPANSION joint system conforming to spectifications for Road and Bridge Works published by Ministry of Road Transport and Highways 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 MOST specifications, including lablour ,equipment and incidental charges for fixing the joints complete in all respectsas per section 2600 of MORT&H specifications (Fifth Revision) |
| 21 | Compacted plain Cement Concrete M15 (Nominal mix) using 40mm ISS metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,For BASE COURSE BELOW APPROACH SLAB AND RAMP as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision) |
| 22 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal , including cost and conveyance of all materials to site and cost of cement at site but excluding cost of steel and fabrication,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,For SAFETY KERB RAMP as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision) |
| 23 | 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 excluding cost and fabrication of steel but including labour chargesfor mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete For APPROACH SLABS as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision) |
| 24 | Vibrated Cement Concrete M30 (Design mix) using 20mm, 12mm & 6mm ISS HBG graded metal including cost and conveyance of all materials 75mm uniform thick with surface reinforcement conforming to Section 2702.2 of MORT&H Fifth Revision using ISS HBG Graded metalincluding cost and conveyance of all materials to work site including cost of cement at site, including all labour chargesfor mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork etc., complete, for WEARING COAT OVER DECK SLABS AND APPROACH SLABS as per Cl. 2702.2 of MORT&H specifications (Fifth Revision) |
| 25 | Providing and fixingWeep holes with CLASS I PVC SEEPAGEPIPES of 100 mm dia. of required lengths for abutments and wing walls including costs and conveyance of all materialsto worksite and labour charges for fixing ,etc.,complete to drain the backfill as per section 2706 of MORT&H specifications (Fifth Revision) |
| 26 | Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material as per Appendix 6 of IRC: 78-2014 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. |
| 27 | FILLING behind Abutments and Return walls filling with clean gritty free draining gravel Phi value more than 35° free from cohesion, as per appendix 6 of IRC 78-2014 including cost and conveyance of material 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 and Cl. 305 of MORT&H specifications (Fifth Revision). |
| 28 | Supply and fabrication of High corrosion Resistant marine steel Fe-500D (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 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 1009.3 & 1600 of MORT&H specifications (Fifth Revision) |
| 29 | Supply and fabrication of Fe-240 (mild steel grade I) 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 ofbinding wire ,provision of spacer bars, cover blocks and all other incidental charges etc complete as per section 1600 of MORT&H specifications (Fifth Revision) |
| 30 | Supply and fixing 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 safety kerb. |
| 31 | Dismantling the existing RR masonry and salvaging and removal and disposal of resulting trenches etc as per unique code 0035 of PWD SOR 2023 - 24 |
| 32 | Dismantling the existing PCC structure and salvaging and removal and disposal of resulting trenches etc as per unique code 0034 of PWD SOR 2023 - 24 |
| 33 | FORMING APPROACH ROAD |
| 34 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Approach Road for 95% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 35 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Approach Road for 97% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 36 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for picking and all othertools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3& 501. |
| 37 | Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- VMaterial as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 38 | Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineeras per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 39 | Providingand spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and sprayingas per Clause 503 of MORT&Hand directed by the Engineer as per MORTH Rev. V Clause No. 111, 112,502 &900 . |
| 40 | Providingand spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and sprayingas per Clause 503 of MORT&Hand directed by the Engineer as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 41 | Bituminous Macadam (Providing and laying of 50mm thick bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900. |
| 42 | Bituminous Concrete (Table500-17) (Providing and laying of 30mm thick bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900. |
| 43 | CONSTRUCTION OF PCC RETAINING WALL |
| 44 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 45 | Compacted Cement Concrete M10 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE FOR PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 46 | Vibrated Cement Concrete M20 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at depths,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 47 | Vibrated Cement Concrete M20 grade (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 form work soft water labour charges for mixingtransporting laying and curing concrete working at depth, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 48 | Vibrated Cement Concrete M20 grade (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 form work soft water labour charges for mixingtransporting laying and curing concrete working on heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 49 | Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite,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 the Retaining Wall as per MORTH 2700, 2075 & 2706 |
| 50 | CONSTRUCTION OF RCC RETAINING WALL |
| 51 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RCC RETAINING WALL as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 52 | Plain Cement Concrete M10 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE FOR RCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 53 | Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges,etc., complete as per standard specifications for BASE SLAB RCC RETAINING WALLS as per MORTH 1000, 1500, 1700 & 2100 |
| 54 | Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges,etc., complete as per standard specifications for BELOW SILL LEVEL OF RCC RETAINING WALLS. as per MORTH 1000, 1500, 1700 & 2100 |
| 55 | Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete,working at depth, hire charges for tools and plants, including all other incidental charges,etc., complete as per standard specifications for ABOVE SILL LEVEL OF RCC RETAINING WALLS as per MORTH 1000, 1500, 1700 & 2100 |
| 56 | Vibrated Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet. |
| 57 | Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite,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 the Retaining Wall as per MORTH 2700, 2075 & 2706 |
| 58 | SUPPLY AND FABRICATION OF Fe-500 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 overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 59 | FORMING DIVERSION ROAD |
| 60 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 61 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 62 | Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- VMaterial as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 63 | Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineeras per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 64 | Providingand spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and sprayingas per Clause 503 of MORT&Hand directed by the Engineer as per MORTH Rev. V Clause No. 111, 112,502 &900 . |
| 65 | Providingand spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and sprayingas per Clause 503 of MORT&Hand directed by the Engineer as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 66 | Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60-2.80mm, 0.0405 cum of 2.80mm and below (Type B) 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 and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5 |
| 67 | Supply and hoisting of RCC NP3 class pipes of 1000mm dia standard length supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished workincluding 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 as per MORTH specication Rev. V for forming forDiversion Road |
| 68 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 69 | Sub Total Amount for above all items |
| 70 | GST 18% for the above SubTotal Amount |
| 71 | Total in Figures (SubTotal + GST) |
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