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| 1 | Earthwork 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 charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment / sub grade |
| 2 | Road D |
| 3 | Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401For Grading-V Material (Filter/ Separation Layer at Bottom)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 4 | Road D |
| 5 | Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 6 | Road D |
| 7 | 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 MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 8 | Road D |
| 9 | Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 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 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 . |
| 10 | Road D |
| 11 | Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 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 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 12 | Road D |
| 13 | Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 14 | Road A |
| 15 | Road B |
| 16 | Road C |
| 17 | Road D |
| 18 | Tack Coat over Dry Lean Cement Concrete Surface Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 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 D |
| 20 | BM (Grade-II) 50mm Thick Using VG30 (Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified gradesand cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc.,including labour for attending to paver to site etc., including hire and fuel charges for 20-30tCMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 ) of MORTH Rev-5 |
| 21 | Road B |
| 22 | Road C |
| 23 | DBM (Grade-I) 75mm Thick Using VG40 BitumenProviding, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 |
| 24 | Road D |
| 25 | DBM (Grade-II) 50mm Thick Using VG40 and 9m PaverProviding, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver finisher hydrostatic (more than 5m width) to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 26 | Road A |
| 27 | Road D |
| 28 | BC 30/40mm Thick (Grade-II) Using VG30 BitumenProviding and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 29 | Road B |
| 30 | Road C |
| 31 | BC 30/40mm Thick (Grade-II) Using VG40 BitumenProviding and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 32 | Road A |
| 33 | Road D |
| 34 | Forming Embankment using SideEarthincludingcost and conveyance of the same to work site with an average lead of 5Km including stacking the same to departmental gauge for premeasurementincluding alllabour charges for laying spreading etc complete and as directed by departmental engineers for making up of berm including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900Side Earth |
| 35 | Road A |
| 36 | Road B |
| 37 | Road C |
| 38 | Supply and Fixing of of NP3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 2000 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 |
| 39 | Road D Boxculvert at km 17/2 |
| 40 | 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. |
| 41 | Road D Boxculvert at km 17/2 |
| 42 | 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. |
| 43 | Road D Boxculvert at km 17/2 |
| 44 | Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD |
| 45 | Road D Boxculvert at km 17/2 |
| 46 | Dismantling the existing Cement Concrete in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 47 | Road D Boxculvert at km 17/2 |
| 48 | 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 FOUNDATION OF BOX CULVERT AND RETURN WALL & Drain |
| 49 | Road D Boxculvert at km 17/2 |
| 50 | Road D Center Median at Km 17/0-17/4 |
| 51 | Road D Toe wall at Km 17/0-17/4 |
| 52 | Road D Drain at Km 17/0-17/4 |
| 53 | Vibrated Cement Concrete M20 gradeusing 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 LEVELLING COURSE OF BOX CULVERT |
| 54 | Road D Boxculvert at km 17/2 |
| 55 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BOTTOM SLAB OF BOX CULVERT. |
| 56 | Road D Boxculvert at km 17/2 |
| 57 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BODY WALL OF BOX CULVERT. |
| 58 | Road D Boxculvert at km 17/2 |
| 59 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 Top SLAB OF BOX CULVERT. |
| 60 | Road D Boxculvert at km 17/2 |
| 61 | Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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 standard specification. |
| 62 | Road D Boxculvert at km 17/2 |
| 63 | Vibrated Cement Concrete M20 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 and Box Top |
| 64 | Road D Boxculvert at km 17/2 |
| 65 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL. |
| 66 | Road D Boxculvert at km 17/2 |
| 67 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL. |
| 68 | Road D Boxculvert at km 17/2 |
| 69 | Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION. |
| 70 | Road D Center Median at Km 17/0-17/4 |
| 71 | Vib. Cement Concrete 1:1.5:3 Nominal Mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Footings for body wall (Above sill level). |
| 72 | Road D Center Median at Km 17/0-17/4 |
| 73 | Plain Cement Concrete M20 grade 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 Foundation of Retaining Wall |
| 74 | Road D Toe wall at Km 17/0-17/4 |
| 75 | Road D Drain at Km 17/0-17/4 |
| 76 | Vibrated Cement Concrete M20 gradeusing 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) |
| 77 | Road D Toe wall at Km 17/0-17/4 |
| 78 | Road D Drain at Km 17/0-17/4 |
| 79 | Vibrated Cement Concrete M20 grademix 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) |
| 80 | Road D Toe wall at Km 17/0-17/4 |
| 81 | Providing and fixing Bitumen Pad Expansion Joint including cost and conveyance of expansion joint, shalimar pad and Joint sealants and fixing them in position etc., complete in deck slab over abutment and pier as per MORTH Rev Clause No.2600 using 12mm thick |
| 82 | Road D Toe wall at Km 17/0-17/4 |
| 83 | Providing and fixing SEEPAGE PIPES of 110mm 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 |
| 84 | Road D Toe wall at Km 17/0-17/4 |
| 85 | Refilling with box cutting earth from widening portion 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 for spreading and Filling Inside the median using side pit earth as per SS20B including breaking clods, consolidating and sectioning using excavated earth |
| 86 | Road D Center Median at Km 17/0-17/4 |
| 87 | Road D Toe wall at Km 17/0-17/4 |
| 88 | Road D Drain at Km 17/0-17/4 |
| 89 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 90 | Basic cost of value put to tender as per estimate |
| 91 | Add GST at 18% |
| 92 | Total Value put to Tender |
| 93 | Negotiated Percentage |
| 94 | Final Negotiated Value |
| 95 | Add GST at 18% of Final Negotiated Value |
| 96 | Total Value of Contract Including 18% of GST |
| 97 | Basic cost of value put to tender as per Estimate |
| 98 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
