Highways Department-HD has published Tender For Bridge Work. Submission Date for this Tender is 23-01-2024. Bridge Work Tenders in virudhunagar 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 soilsand depositing on bank,with all leads and lifts as per SS20B,including all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary, etc.,completeas perrelevant standard specification, forDRESSING THE BED UPTO SILL. |
| 3 | Earth work excavation in all classes of soils except hard rock and depositing on bank with all leads and lifts as per SS20B including cost of all labour equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subequipments removal of all logs, stumps and other deleterious matters and obstructions, trimming bottoms of excavation backfilling and clearing the site of diposal 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). (including 600mm from the face of pilecap as per CI. 4.2.5.1 of IS: 1200 (Part 1) - 1992. |
| 4 | Providing and driving in position permanent MS liners 6mm thick for piles upto SDR level from bottom of pile cap as per Cl. 709.1.4 of IRC: 78-2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving to be left permanently with the pile shaft as per requirement and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications (V Revision). |
| 5 | Vibrated Reinforced Cement Concrete of grade M35(Design mix) using 20 mm ISS HBG graded metal Bored-cast-in situ piles of 1000mm diameter,as per Cl.709.1.9 of IRC:78-2014,including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concretingsetting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100 & 1700 of MORT&H Specifications (V Revision). |
| 6 | Compacted Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP UNDER ABUTMENTS & PIERS as per section 1100of MORT&H Specifications (V Revision). |
| 7 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteexcluding cost of steel but including cost of formwork,soft water,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for PILECAPS UNDERABUTMENT,RETURN WALLS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision). |
| 8 | 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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidentalcharges , etc. , completeforABUTMENT AND RETURN WALL SUBSTRUCTUREas per sections 1500,1700 & 2200 of MORT&H Specifications (Fivth Revision). |
| 9 | 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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidentalcharges , etc. , completeforBED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTSas per section 1500,1700 & 2200 of MORT&H Specifications (Fivth Revision |
| 10 | 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 form work, labour chargesfor mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., completeforPIERS - 1500mm dia. as per section 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision). |
| 11 | Vibrated reinforced Cement Concrete of gradeM35 (Design mix) using 20 mm ISS HBG gradedmetal,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.,completefor CAPPING BEAM AND PEDESTAL OVER PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision). |
| 12 | Providing and fixing of Elastomeric bearing of size 500 x 300 x 80 mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as persection 2000 of MORT&H Specifications (Fifth Revision) and IRC:83-2015(Part-II). |
| 13 | Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mmISS 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 as per relevant standard specification forT-BEAMS and CROSS BEAMS as per section 1500,1700 & 2300 of MORT&H Specifications (Fifth Revision). |
| 14 | 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., completefor DECK SLAB WITH KERBS as per section1500, 1700 and 2300 of MORT&H Specifications (FifthRevision). |
| 15 | Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBGgraded 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, hirecharges for tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER OVER DECK & RETURN WALLS as per section 811,1700 &2703.3 of MORT&HSpecifications (Fifth Revision). |
| 16 | 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 section 2705 of MORT&H Specifications (Fifth Revision). |
| 17 | Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Transport(Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of 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 specifications as per section 2600 ofMORT&H Specifications (Fifth Revision). |
| 18 | Compacted Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision). |
| 19 | Vibrated reinforced cement concrete of grade M35 (Design mix) using20 mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steelincluding cost of form work,labour charges mixing,transporting,laying,curing concrete, working at heights,hire charges for tools and plants including all other incidental charges etc., complete for SAFETY KERB RAMP as per section 1500 & 1700 of MORT&H Specifications (Fifth Revision). |
| 20 | Vibrated reinforced cement concrete of grade M30 (Design mix) using20 mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steelincluding cost of form work,labour charges mixing,transporting,laying,curing concrete, working at heights,hire charges for tools and plants including all other incidental charges etc., complete for APPPROACH SLAB as per section 1500 , 1700 & 2704 of MORT&H Specifications (Fifth Revision). |
| 21 | Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement usingISS HBG graded metal, including cost and Conveyance of all materials to work site including cement at site,including all labour chargesfor mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork,etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per section 2702.2 & 1700 ofMORT&(H) Specifications (Fifth Revision). |
| 22 | Providing weep holes with class 1 PVC pipes of 100 mm dia of required lengths for abutments and Return walls including costs and conveyance of all materialsto worksite and labour charges forfixing ,etc.,complete to drain the backfill as per section 2706 of MORT&H Specifications (Fifth Revision). |
| 23 | Providing FILTER MEDIA behind Abutment and Returnwalls 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-6 of IRC: 78-2014. |
| 24 | Filling behind Abutments and Return walls with filling material having Ø value more than 35°, including costand conveyanceto 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 & Cl.305 of MoRT&(H) Specifications (Fifth Revision). |
| 25 | Supply and fabrication of Fe-500 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 1600 of MoRT&(H) Specifications (Fifth Revision). |
| 26 | Supply and fabrication of Fe-240 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 1600 of MoRT&(H) Specifications (Fifth Revision). |
| 27 | Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in safety kerbs. |
| 28 | FORMING APPROACH ROAD |
| 29 | 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. |
| 30 | 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | 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 . |
| 34 | 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. |
| 35 | Dense Bituminous Macadam (Providing and laying of 50mm thick Dense bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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. |
| 36 | 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-30) 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. |
| 37 | FORMING DIVERSION ROAD |
| 38 | 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% compacion |
| 39 | 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% compacion |
| 40 | 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 |
| 41 | Providing and Laying Wet Mix Macadam Base Course of 200mm thickness in two layers of 100mm 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 incidental charges necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer |
| 42 | Providingand laying 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. |
| 43 | Providingand laying 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. |
| 44 | Providing,Laying and Rolling of closegraded Premix Carpet of compacted 20mm thick using0.0162 cum of 13.20 - 11.20mm, 0.1404 cum of 11.2 - 5.6mm, 0.0729 cum of 5.6 - 2.80mm, 0.0405cum of 2.80mm and below (type - B) graded HBG metal using 19Kg of VG 30 Bitumen for 10sqm including permixing at CMP, Conveyance by tipper lorry, laying by paver finisher and rolling by vibratory roller including cost and conveyance of all material, hire charges of all T&P all labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per specification using CMP as per clause 508 of MORTH specification Rev. V |
| 45 | Supply of NP 3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas 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 departmentalofficers etc., complete as perMORTH specification Rev. V for forming Diversion Road |
| 46 | CONSTRUCTION OF RCC RETAINING WALL |
| 47 | Earth work excavation in soft disintegrated rock not requiring blasting 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 RCC RETAINING WALL as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 48 | Vibrated 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 Depths,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 |
| 49 | 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 |
| 50 | 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 |
| 51 | 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 height, 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 |
| 52 | 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. |
| 53 | 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 |
| 54 | 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) |
| 55 | CONSTRUCTION OF PCC RETAINING WALL |
| 56 | 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 PCCRETAINING WALL |
| 57 | Cement Concrete M10 grade (Nominal Mix 1:3:6) 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 LEVELLING COURSE OF PCC RETAINING WALL |
| 58 | Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) 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 |
| 59 | Vibrated Cement Concrete M20grade (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 form work soft water labour charges for mixingtransporting laying and curing concrete working at depths, 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) |
| 60 | Vibrated Cement Concrete M20 grade (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 form work soft water labour charges for mixingtransporting laying and curing concrete working at 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) |
| 61 | 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 |
| 62 | DISMANTLING |
| 63 | Dismantling the existing Random Rubble Masonry in the existing causeway and Culvert and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Engineers including all labour charges etc complete. |
| 64 | Dismantling the Plain Cement Concrete in the existing bridge and clearing away from the work site including cost if conveyance, labour charges and all other incidental charges etc complete |
| 65 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 66 | Sub Total Amount for above all items |
| 67 | GST 18% for the above SubTotal Amount |
| 68 | Total in Figures (SubTotal + GST) |
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