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| 1 | Excavation for Roadway and Drainage. 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 a sindicated by the Engineer as per SS20B for 97% Compaction for making up Berms MORTH Rev.V Clause No.111,112,301 to 305. a)Box Cutting for widening portion. |
| 2 | Road A |
| 3 | Picking 5cm to 10cm old metalled surface and sectioning 1Sqm.Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the samefor reuseincluding all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3& 501. |
| 4 | Road A |
| 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-V Materialas per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 6 | Road A |
| 7 | WET MIX MACADAMProviding, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5Clause No. 111, 112, 406 & 900.. |
| 8 | Road A |
| 9 | Prime Coat Over WBM/ WMM Surface 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-5Clause No. 111,112,501,502 &900 . |
| 10 | Road A |
| 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 perClause No.111, 112,501, 503 & 900. |
| 12 | Road A |
| 13 | BM (Grade-II) 50mm Thick Using VG30Providing, 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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm 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 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 504 of MORTH Rev-5 |
| 14 | Road A |
| 15 | 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 Clause No. 111, 112, 501,507 & 900. |
| 16 | Road A |
| 17 | Filling with Box cut EarthFilling with Box cut Earthincludingcost and conveyance of the same to work site 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, 900 |
| 18 | Road A |
| 19 | 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. |
| 20 | Road A[ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)] |
| 21 | Cement Concrete M10 using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges forform work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for levelling course base slab |
| 22 | Road A[ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)] |
| 23 | 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 DRAIN |
| 24 | Road A[ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)] |
| 25 | 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 Side wall of DRAIN |
| 26 | Road A[ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)] |
| 27 | 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 Drain |
| 28 | Road A[ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)] |
| 29 | 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. |
| 30 | Road A[ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)] |
| 31 | Providing Weep holes inbrick masonry/plain/Reinforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1 V:20H towards drawing force. Complete as per drawing and technical specifications |
| 32 | Road A[ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)] |
| 33 | 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 RETAINING WALL |
| 34 | Road A [Retainig wall at Km 2/2-2/6] |
| 35 | 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 |
| 36 | Road A [Retainig wall at Km 2/2-2/6] |
| 37 | 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) |
| 38 | Road A [Retainig wall at Km 2/2-2/6] |
| 39 | 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 (Above sill level) |
| 40 | Road A [Retainig wall at Km 2/2-2/6] |
| 41 | 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-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications in Retaining wall |
| 42 | Road A [Retainig wall at Km 2/2-2/6] |
| 43 | Refillingwith Site Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification |
| 44 | Road A [Retainig wall at Km 2/2-2/6] |
| 45 | Refillingwith excavated Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification |
| 46 | Road A [Retainig wall at Km 2/2-2/6] |
| 47 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 48 | Basic cost of value put to tender as per estimate |
| 49 | Add GST at 18% |
| 50 | Total Value put to Tender |
| 51 | Negotiated Percentage |
| 52 | Final Negotiated Value |
| 53 | Add GST at 18% of Final Negotiated Value |
| 54 | Total Value of Contract Including 18% of GST |
| 55 | Basic cost of value put to tender as per Estimate |
| 56 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
