Highways Department-HD has published Tender For Bridge Work Construction Of High Level Bridge At Km 16 / 10 Of Mudukulathur Sikkal Road In Lieu Of Existing Causeway. Submission Date for this Tender is 23-01-2024. Bridge Work Tenders in Ramanathapuram Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Bridge work |
| 2 | Earth work excavation in all classes of soilsand 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 andmaintainingnecessary cofferdams, sheeting, shoring ,bracing,and their subsequent removal, removal of all logs,stumps and other deleterious matter andobstructions, trimming bottom of excavationbackfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, forFOUNDATION - FOOTING UNDER ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision) including 600 mm from the face of footing as per cl.4.2.5.1 IS:1200 (Part 1)-1992 |
| 3 | CompactedCement Concrete of grade M10 (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 FOUNDATION OF ABUTMENTS & PIERS as per Sections 2100of MoRT&(H) Specifications (FifthRevision). |
| 4 | VibratedPlain Cement Concrete of grade M25 (Design mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site, including cost of formwork,potablewater,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDERABUTMENTS ,RETURN WALLS and Piers as per Section 2100, 1500 & 1700 of MoRT&(H) Specifications (Fifth Revision). |
| 5 | Vibrated PlainCement Concrete of grade M25 (Design mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site, including cost of formwork,potablewater,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental chargesetc., complete as per relevant standard specification for ABUTMENT , RETURN WALL SUBSTRUCTURE and Piers Below sill as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications(Fifth Revision) |
| 6 | Vibrated PlainCement Concrete of grade M25 (Design mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site, including cost of formwork,potablewater,labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental chargesetc., complete as per relevant standard specification for SUBSTRUCTURE OFABUTMENTS , RETURN WALLSand Piers (ABOVE SILL ) as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications(Fifth Revision) |
| 7 | 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 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 forBED BLOCK CUMDIRTWALL and Bed Block Over Piers as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (FifthRevision) |
| 8 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. - |
| 9 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) as per standard drawing SQ/408 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 as per relevant standard specification forDECK SLAB, KERBS & safety kerbs as per Sections1500,1700 and 2300 of MoRT&(H) Specifications (Fifth Revision). |
| 10 | 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., completeas per relevant standard specification for CRASH BARRIER over Deck slab and return wall as per Sections 811, 1700 & 2703.3 of MoRT&(H)Specifications (FifthRevision). |
| 11 | Providing and Fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/103 with grating arrangements at top as shown in the drawingusing 12mmx25 mm flats for grating arrangements and 100 mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Cast Iron pipes and flats and fixing them in position etccomplete as per Section 2705 of MoRT&(H) Specifications (FifthRevision). |
| 12 | Providing and fixing PVC EXPANSION JOINT(20 mm) over Abutmentsand Piers in 20 mm gap between deck slabs as shown in the drawing including cost and conveyance expansion joints ncluding bitumne pad and joint selant etc.. Complete as per Section 2600 of MoRT&(H) Specifications (FifthRevision) |
| 13 | CompactedPlain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG graded metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing,transporting,laying and curing concrete , working at heights, hire charges for Tools and plants , compacting, curing with all leads for potablewater, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB andApproach RAMP as per Sections 1500,1700 & 2704 of MoRT&(H) Specifications (FifthRevision) |
| 14 | Vibrated Reinforced Cement Concrete of grade M30 (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 SAFETY KERB RAMPas per Sections 1500 and1700 of MoRT&(H)Specifications (FifthRevision). |
| 15 | Vibrated Reinforced Cement Concrete of grade M30 (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 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 APPROACH SLABas per Sections 1500,1700 &2704 of MoRT&(H) Specifications (FifthRevision). |
| 16 | Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcementusingISS 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 (FifthRevision). |
| 17 | Providing and Fixing weep holesof 100 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materialsto worksite and labour charges forfixing ,etc.,complete to drain the backfill in Abutments and Return walls as per Appendix 6 of IRC 78-2014 andSection 2706 ofMoRT&(H) Specifications (FifthRevision). |
| 18 | Providing Filter Media behind Abutment and Return walls for 600 mm thickness using clean III graded material 53 mm to 5.6 mm well compacted in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site,including all labours and other incidental charges etc complete as per Cl.710.1.4 7Appendix-6 of IRC 78-2014. |
| 19 | Filling behind Abutments and Return walls with clean gritty gravel including cost and conveyance of gravel to work site,laying,handling charges and filling in layers ,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc.. complete as per Cl.710.1.4 & Appendix -6 of IRC 78-2014 and Section 305 of MoRT&(H) Specifications (FifthRevision). |
| 20 | Supply and Fabrication of HCRM Fe-500grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges forcleaning 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 and 1600 of MoRT&(H) Specifications ( Fifth Revision). |
| 21 | Supply and Fabrication of Fe-240grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges forcleaning 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 and 1600 of MoRT&(H) Specifications ( Fifth Revision). |
| 22 | Earth work excavation in all classes of soils as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring , strutting, walling and forming protective bunds whichever necessary etc.,complete as per relevant standard specifation forDRESSING THE BED UPTO SILL LEVEL. |
| 23 | 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 safetykerbs |
| 24 | Dismantling the existing Plain Cement Concrete in the existing causeway and clearing away from the work site including cost if conveyance, labour charges and all other incidental charges etc complete |
| 25 | Forming Approach road |
| 26 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the linesgrades 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% compaction. |
| 27 | 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 |
| 28 | 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 Engineer |
| 29 | Providingand applying 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. |
| 30 | Providingand applying 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. |
| 31 | Providingand spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.00Kg per 10Sqm over the existing BT 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. |
| 32 | Dense Bituminous Macadam (Providing and laying of 75mm thick Dense 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. |
| 33 | Bituminous Concrete (Table500-17) (Providing and laying of 40mm 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. |
| 34 | Construction ofPCC Retaining wall |
| 35 | 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 PCC RETAINING WALL as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 36 | 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 PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 37 | 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 heights,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 |
| 38 | 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 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 (below sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 39 | 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 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 |
| 40 | 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for PARAPET OF PCC RETAINING WALL (above sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 41 | 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 |
| 42 | Construction ofPCC Toe wall |
| 43 | 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 PCCTOE WALL as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 44 | 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 PCC TOE WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 45 | 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 TOE WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 46 | 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 depths, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC TOE WALL (below sill level) 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC TOE WALL (above sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 48 | Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for TOE 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 TOE Wall as per MORTH 2700, 2075 & 2706 |
| 49 | Forming Diversion road |
| 50 | 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 DiversionRoad for 95% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 51 | 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 DiversionRoad for 97% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 52 | 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. |
| 53 | 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 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. |
| 54 | 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 |
| 55 | 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. |
| 56 | 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 |
| 57 | Supply and fixing of NP3 class RCC (1000mm dia)Pipes supplied by the Contractor at his own cost and risk specified below confirming to IS 458 / 2003including 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 MORT&H Specification Revision V |
| 58 | Side Drain |
| 59 | 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 curved sacuer drain as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 60 | Compacted Cement Concrete of grade M10 (Nominal mix) using 40mm ISS size HBGgraded metal, 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, working at depths,Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE UNDER curved sacuer drainas per MORTH 1000, 1500, 1700 & 2100 |
| 61 | 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for SIDE WALL AND TOP SLAB of curved sacuer drainas per MORTH 1000, 1500, 1700 & 2100 |
| 62 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 63 | Sub Total Amount for above all items (excluding GST) |
| 64 | GST 18% for above SubTotal Amount |
| 65 | Total in Figures (SubTotal + GST) |
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