|
| 1 | Road Work |
| 2 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications. |
| 3 | Road- A |
| 4 | Earth work Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201. a) box cutting for widening portion |
| 5 | Road- A |
| 6 | 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 prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900. |
| 7 | Road- A |
| 8 | 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 prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V specifications No.111,112,401,900. |
| 9 | Road- A |
| 10 | 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 clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900. |
| 11 | Road- A |
| 12 | 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 MORT&H Rev. V specifications No.111, 112, 502, 900. |
| 13 | Road- A |
| 14 | 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 granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900. |
| 15 | Road- A |
| 16 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-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 the existing BT surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900. |
| 17 | Road- A |
| 18 | Providing and laying Tack Coat overCement Concrete surface using 0.30 Kg per Sqm of Bitumen Emulsion (RS1) per sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 19 | Road- A |
| 20 | Providing and laying 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 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900 |
| 21 | Road- A |
| 22 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF 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 MORT&H Rev. V specifications No.111, 112, 507, 900. |
| 23 | Road- A |
| 24 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Specification. Refilling with excavated earth for side berms including power roller compaction. |
| 25 | Road- A |
| 26 | Box culvert |
| 27 | Dismantling Culverts,bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a) Dismantlingstone masonry in cement mortar. MORTH 111 112 202 |
| 28 | Road- A |
| 29 | 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, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for Culvert |
| 30 | Road- A |
| 31 | Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. |
| 32 | Road- A |
| 33 | Vibrated Cement Concrete M 20 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 and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for culvert wing wall- footing |
| 34 | Road- A |
| 35 | Vibrated Reinforced Cement Concrete of grade M30 (Designmix)using20mm and 12mmISShardbrokengranite metal and using M.sand including cost and conveyance of all materials tositeandcostofcementexcludingcostand fabrication of steel but including cost of form work, labourchargesformixing,transporting,layingand curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. |
| 36 | Road- A |
| 37 | Vibrated Cement Concrete M 25 grade mix using 20mm, 12mm ISS size hard broken granite metal and using M.Sand 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 and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for culvert wing walland parapat wall |
| 38 | Road- A |
| 39 | Supply and Fabrication Fe-500 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 overlaping to the required length wherever necessary and providing to the reinforcement placing the reinforcement including anticorrosive treatment 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). Suitable anti-corrosive treatment shouldbe provided for all reinforcement as per CI.709.5.3 of IRC 78-2014 & CI 14.4.1 of IRC 112-2020. |
| 40 | Road- A |
| 41 | Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev. |
| 42 | Road- A |
| 43 | Collection and supply of Carted earth including cost and conveyanceof 5km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and and tamping including all tools and plants and all other incidental charges etc., complete for in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 - Diversion Road |
| 44 | Road- A |
| 45 | 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 clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900.for Diversion Road |
| 46 | Road- A |
| 47 | Minor Bridge at km 3/4 |
| 48 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing onbank asper SS20B with allleadsand lifts andall other incidentalchargessuch asbailingout water shoringstrutting, walling&formingprotective bundswherevernecessaryetccompleteasper releventstandardspecificationforDRESSING THE BED UPTO SILL LEVEL |
| 49 | Road- B |
| 50 | Earth work excavation in all classes of soils except hard rockrequiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for FOUNDATION OF RAFT FOR BOX CULVERT CUT OFF WALL , CURTAIN WALL FOR BED FLOORING AND TOE WALL FOR FLEXIBLE APRON. |
| 51 | Road- B |
| 52 | Earth work excavation in all classes of soils except hard rockrequiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for Launching Apron |
| 53 | Road- B |
| 54 | Cement Concrete M-15 using 40mm ISS metal and using M.sandincluding cost and conveyance of all materials to site and including cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for Leveling course RCC raft and Apron (below sill) |
| 55 | Road- B |
| 56 | Vibrated Cement Concrete of grade M30 (design mix) using 20mm and 12mm HBG graded metal and and using M.sand including cost and conveyance of all materials to site and includingcement , excluding cost and fabrication of steel, butincluding cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for CUT OFF WALL . (Below sill level) |
| 57 | Road- B |
| 58 | Vibrated Cement Concrete of grade M20 ( Nominal mix 1:1.5:3) using40mm HBG gradedmetal and using M.sand including cost and conveyance of all materials to site and includingcement , excluding cost and fabrication of steel, butincluding cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for Toe wall for apron. (Below sill level) |
| 59 | Road- B |
| 60 | Filling inside the raft withgood M.sand including cost and conveyance of compacted soil to work site, laying, handling charges andfilling in layers , tamping under optimum moisture content to get the maximum density including watering,with all leads of water and all other incidental charges etc. complete Rev5 |
| 61 | Road- B |
| 62 | Vibrated reinforced cement concrete M30 (Design mix) using 20mm and 12mm ISS graded hard granite broken metal and using M.sand including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing, transporting, placing in, position vibrating and compacting finishing and curing concrete,working at heights, hire charges for tools and plants, including all other incidental charges etc complete as per Specification forRCC RAFT |
| 63 | Road- B |
| 64 | Vibrated Cement Concrete of grade M25 (Design mix) using 20 mm and 12mmISS HBG gradedmetal and using M.sand including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for SUB STRUCTURE OF ABUTMENT , WING AND PIER(Above sill level) |
| 65 | Road- B |
| 66 | Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900 . |
| 67 | Road- B |
| 68 | Reinforced cement concrete M30 design mix using 20mm and 12mm ISS gradedhard granite crushed stone and using M.sand including cost and conveyance of allmaterials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, softwater, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing,working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification for BEDBLOCK Cum DIRT WALL OVER ABUTMENTS and PIERS |
| 69 | Road- B |
| 70 | Providing and fixing Kraft paper for full width of seating of deck slab including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORTH Vth Rev., 2600 900 Complying with standard specification. |
| 71 | Road- B |
| 72 | Vibrated reinforced cement concrete M30 (Design mix) using 20mm and 12mm ISS graded hard granite broken metal and using M.sand including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing, transporting, placing in, position vibrating and compacting finishing and curing concrete,working at heights, hire charges for tools and plants, including all other incidental charges etc complete as per Specification forRCC DECK SLAB |
| 73 | Road- B |
| 74 | Providing and fixing PVC EXPANSION JOINT 20mm thick confirming to specification between deck slabs and dirt wall over abutment and in between decks and dirt wall including cost and conveyance of expansion joints to site including cost of testing as per MORT&H specification, including charges for fixing in all respect etc., Complete |
| 75 | Road- B |
| 76 | Providing filter media behind the abutments and wings using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges, etc complete as per Morth Rev.5 |
| 77 | Road- B |
| 78 | Filling behind Abutments and wings with clean gritty gravel to including cost and conveyance of gravel to worksite, 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 charges etc complete FOR FILLING BEHIND ABUTMENT AND WINGS |
| 79 | Road- B |
| 80 | Supply and Fabrication Fe-500 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 overlaping 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). Suitable anti-corrosive treatment shouldbe provided for all reinforcement as per CI.709.5.3 of IRC 78-2014 & CI 14.4.1 of IRC 112-2020. |
| 81 | Road- B |
| 82 | Vibrated Plain Cement Concrete M-15 using 40mm ISS metal and using M sandincluding cost and conveyance of all materials to site and cost of cementincluding soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges complete as per relevant standard specification, for LEVELLING COURSE BELOW APPROACH SLAB as per section 1100 of MORT&H specification (V revision). |
| 83 | Road- B |
| 84 | Vibrated reinforced cement concrete M-30 (Design Mix) using 20mm and 12mm ISS HBG graded metal and using M.sand, including cost and conveyance of all materials to site including cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, labour charges for mixing, transporting,laying and curing concrete, working at heights, hire charges fortools and plants, including all other incidental charges, etc., complete., for APPROCH SLAB as per section 1500, 1700 & 2200 of MORT&H Specification ( V Revision ) |
| 85 | Road- B |
| 86 | Vibrated reinforced cement concrete M-30 (Design Mix) using 25mm, 12mm and 6mm IRC HBG graded metal and using M.sand, including cost and conveyance of all materials to site and cost of cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, labour charges for mixing, transporting,laying and curing concrete, working at heights, including cost of expension joints hire charges fortools and plants, including all other incidental charges, etc., complete., for Wearing coat of 75mm uniform thickness over deck slab and approach slabas per section 1500, 1700 & 2200 of MORT&H Specification ( V Revision ). |
| 87 | Road- B |
| 88 | Vibrated reinforced cement concrete M-40 (Design Mix) using 20mm and 12mm ISS HBG graded metal and using M sand, including cost and conveyance of all materials to site and cost of cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, labour charges for mixing, transporting,laying and curing concrete, working at heights, hire charges fortools and plants, including all other incidental charges, etc., complete., for CRASH BARRIER OF STANDARD SIZE OVER TOP SLAB as per section 1500, 1700 & 2200 of MORT&H Specification (V Revision). |
| 89 | Road- B |
| 90 | Vibrated Cement Concrete M-15 using 40mm ISS metal and using M.sandincluding cost and conveyance of all materials to site and cost of cementincluding soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges shoring, strutting etc; complete as per relevant standard specification, for CRASH BARRIER TYPE PAPEPET OVER WING WALL CUM RETAINING WALL.. (below sill level) as per section 1100 of MORT&H specification (V revision). |
| 91 | Road- B |
| 92 | Providing and fixing of GI drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm 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 etc., complete. as per MORTH Vth Rev., 2705. |
| 93 | Road- B |
| 94 | Granite rough stone dry packing forLaunching Apron using good size granite rough stone, properly wedged with quarry spalls including cost and conveyance of all materials to site, labour charges for packing the same in position and all other incidental charges etc complete. |
| 95 | Road- B |
| 96 | Supply and fixing of High Quality of PVC Pipes of 160 mm dia including cost and conveyance of pipes to the site andfixing position to prepare grade and level including labour charges for fixing and including all other incidental charges etc., complete. |
| 97 | Road- B |
| 98 | Approach Road, dismantling and diversion |
| 99 | Dismantling Culverts,bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a) Dismantlingstone masonry in cement mortar. MORTH 111 112 202 |
| 100 | Road- B |
| 101 | Dismantling Culverts,bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a) Dismantling Plain cement mortar. MORTH 111 112 202 |
| 102 | Road- B |
| 103 | Dismantling Culverts,bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a) Removing RCC Pipe. MORTH 111 112 202 |
| 104 | Road- B |
| 105 | Collection and supply of carted earth an average lead of 5Km includingexcavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation of Diversion road |
| 106 | Road- B |
| 107 | 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 prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900. - Diversion |
| 108 | Road- B |
| 109 | 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 clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900. - Diversion |
| 110 | Road- B |
| 111 | Supply of 1000mm dia RCC NP3 class 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 as per MORTH Vth Rev., 1000, 2900 & 900 for Pipe culvert and diversion |
| 112 | Road- B |
| 113 | Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 |
| 114 | Road- B |
| 115 | Providing, laying and compacting (Gravel soling) well graded material on prepared sub-grade in accordance with the requirements of the specifications. The material shall be laid in one or more layers as sub-base or lower sub-base and upper sub-base as necessary according to lines,grades and cross sections shown in the drawings or as directed by the Engineer usingGravel with power Roller Rolling for Sub Grade for Approach Road |
| 116 | Road- B |
| 117 | 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 prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900. |
| 118 | Road- B |
| 119 | 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 prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V specifications No.111,112,401,900. |
| 120 | Road- B |
| 121 | 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 clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900. |
| 122 | Road- B |
| 123 | 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 MORT&H Rev. V specifications No.111, 112, 502, 900. |
| 124 | Road- B |
| 125 | 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 granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900. |
| 126 | Road- B |
| 127 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-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 the existing BT surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900. |
| 128 | Road- B |
| 129 | Providing and laying 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 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900 |
| 130 | Road- B |
| 131 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF 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 MORT&H Rev. V specifications No.111, 112, 507, 900. |
| 132 | Road- B |
| 133 | PCC Retaining wall |
| 134 | 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, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for Retaining wall |
| 135 | Road- A |
| 136 | Road- B |
| 137 | Vibrated Cement Concrete M20Mix using 40mm ISS size HBGmetal and using M.Sand including cost and conveyance of all materials to site including cost of cement, centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 For Retaining wall |
| 138 | Road- A |
| 139 | Road- B |
| 140 | Vibrated Cement Concrete of grade M25 using 20mm and 12mm ISS size HBG graded metal using with M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete for Retaining wall (Below Sill) |
| 141 | Road- A |
| 142 | Road- B |
| 143 | Vibrated Cement Concrete of grade M25 using 20mm and 12mm ISS size HBG graded metal using with M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete for Retaining wall (Above Sill) |
| 144 | Road- A |
| 145 | Road- B |
| 146 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900 |
| 147 | Road- A |
| 148 | Road- B |
| 149 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Specification. Refilling with excavated earth for side berms |
| 150 | Road- A |
| 151 | Filling the batter side with carted earth at an average lead of 5 kms. including all cost, conveyance and filling charges for the construction of road way and side drain in accordance with specification and the lines grades and cross section as shown in drawing or as indicated by the engineer including all other incidental charges etc., complete.for Backfilling |
| 152 | Road- B |
| 153 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 154 | Basic cost of value put to tender as per estimate |
| 155 | Add GST at 18% |
| 156 | Total Value put to Tender |
| 157 | Negotiated Percentage |
| 158 | Final Negotiated Value |
| 159 | Add GST at 18% of Final Negotiated Value |
| 160 | Total Value of Contract Including 18% of GST |
| 161 | Basic cost of value put to tender as per Estimate |
| 162 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
