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| 1 | BRIDGE ESTIMATE |
| 2 | Earth work excavation in all classes of soils except hard rock 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 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,forPILE CAPS UNDER ABUTMENTS& PIERS as per section 300 of MORT&H Specifications (V Revision). |
| 3 | Providing Chemical Grouting in the Dowel Bar Drilling holes of 25mm Dia for (16mm dia Bar) in Pile Cap of an Depth of 1.00m including cost and conveyance of all materials to site and all other incidental charges etc., complete. |
| 4 | Providing and driving in position permanent 6mm thick MS liners for piles from bottom of pile upto bottom of sand layer avh.(for estimate purpose) / maximum scour level or point of refsual which higher including cost of liners and fabricating, welded construction with consumable, labour and plants and providing MS liners 6mm thick 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 | Providing reinforced cement concrete cast-in-situ bored piles of 1200mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG graded metal with minimum cement content of 400kg per Cum Maximum water cement ratio of 0.4 and slump of 150-200mm by tremie concreting, 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 ofworking 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 | Vibreted Cement concrete of grade M10 (Nominal mix 1:3:6) 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 SUBSTRUCTURE as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 9 | Vibrated reinforced CementConcrete 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, potable water, hire charges for tools and Plants, including all other incidental charges, etc., completefor BED BLOCKCUMDIRTWALLOVER ABUTMENTS as per section 1500,1700 & 2200of MORT&H |
| 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., completeforCIRCULAR PIERS - 1200mm dia. as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 11 | 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., completeforWALL PIERS. as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 12 | 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., completeforWALL PIERS. as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 13 | 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 PEDASTAL OVER CAPPING BEAMS AND BED BLOCKS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 14 | Providing and fixing of Elastomeric bearing of size 500 x 300 x 96 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). |
| 15 | 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 MOST DRG No.SD/231) as per section 1500,1700 & 2300 of MORT&H Specifications (V Revision) |
| 16 | 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, KERB & SAFETY KERB (as per MOST DRG No.SD/231) as per section1500, 1700 and 2300 of MORT&H Specifications (V Revision). |
| 17 | Vibrated reinforced Cement Concrete of grade M35 (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 forHAND RAILS AND POST |
| 18 | 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 on Inner Side of Footpath as per section 811,1700 &2703.3 of MORT&HSpecifications (V 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 (V Revision). |
| 20 | Vibrated Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per section 1500, 1700 & 2704 of MORT&H Specifications (V Revision). |
| 21 | Vibrated reinforced cement concrete of grade M35 (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 SLAB as per section 1500,1700 & 2704 of MORT&H Specifications (V Revision). |
| 22 | Vibrated Plain Cement Concrete of gradeM20 (Nominalmix 1:1.5:3) using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, potable water, Tools and plants and incidental charges etc., complete as per relevant standard specification, forPARAPET OVER RETURN WALLS as per section 1500 & 1700 of MORT&H Specifications |
| 23 | Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Section 2702.2 ofMORT&(H) Fifth revision, 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 ofMORT&H-REV- 5) |
| 24 | Supplying and installation of COPPER 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 (V Revision). |
| 25 | Providing and fixing Class 1PVC seepage pipes of 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 as per section 2706 of MORT&H Specifications (V Revision). |
| 26 | Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material as per Appendix 6 of IRC: 78-2014well 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 as per Appendix 6 of IRC: 78-2014 with filling material having Ø value more than 35° free from cohesion, 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. |
| 28 | 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 providing utility services in footpaths. |
| 29 | 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. |
| 30 | 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. |
| 31 | Earth work excavation in all classes of soils except hard rock 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 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 of RCC Retaining Wall |
| 32 | Vibreted Cement concrete of grade M10 (Nominal mix 1:3:6) 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 UNDER THE FOOTINGS OF RETAINING WALL as per section 1100of MORT&H Specifications (V Revision). |
| 33 | Vibrated Reinforced Cement Concrete M30 (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 STEM OF RETAINING WALL as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision). |
| 34 | Vibrated Reinforced Cement Concrete M30 (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 STEM OF RETAINING WALL as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision). |
| 35 | Providing and fixing Class 1PVC seepage pipes of 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 as per section 2706 of MORT&H Specifications (V Revision). |
| 36 | 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. |
| 37 | 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 15 km for formation of Approach Road for 95% compacion. |
| 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 15 Km for formation of Approach Road for 97% compacion. |
| 39 | Granular Sub-base with Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on preparedsurfaceandcompactingwithvibratorypower rollertoachievethedesireddensity,completeasper clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 40 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 41 | Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM as per MORTH Rev. V Clause No. 111,112,501,502 &900 . |
| 42 | Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 43 | Tack Coat - Providing and applying tack coat with bitumen emulsion (SS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over BT surfaces as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 44 | Bituminous Macadam (Providing and laying 50mm 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. |
| 45 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixedwith 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, 501,507 & 900. |
| 46 | 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 15 km for formation of Approach Road for 95% compacion. |
| 47 | 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 15 Km for formation of Approach Road for 97% compacion. |
| 48 | Granular Sub-base with Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on preparedsurfaceandcompactingwithvibratorypower rollertoachievethedesireddensity,completeasper clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 49 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 50 | Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM as per MORTH Rev. V Clause No. 111,112,501,502 &900 . |
| 51 | Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 52 | Tack Coat - Providing and applying tack coat with bitumen emulsion (SS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over BT surfaces as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 53 | Bituminous Macadam (Providing and laying 50mm 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. |
| 54 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixedwith 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, 501,507 & 900. |
| 55 | Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for foundation of Body wall and pipes. |
| 56 | Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall. |
| 57 | Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall. |
| 58 | Supply and Hoisting of NP 3 class RCC 1000 mm Pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification. |
| 59 | Filling with Gravel in between body wall including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimummoisture content to get the maximum density andall incidental charges etc. complete. |
| 60 | Dismantling of RCC including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic in Causeway |
| 61 | Dismantling of PCC including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic in Causeway |
| 62 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 63 | Sub Total Amount for above all items |
| 64 | GST 18% for the above SubTotal Amount |
| 65 | Total in Figures (SubTotal + GST) |
