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| 1 | Road Work |
| 2 | Excavation Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900Box Cutting for widening |
| 3 | Road A (Km 3/8) |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipperto site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Grading V |
| 5 | Road A (Km 3/8) |
| 6 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipperto site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Grading- III Material |
| 7 | Road A (Km 3/8) |
| 8 | Wet Mix Macadam (Table 400-13) Providing, 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 roller 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-5 Specification no.111,112,406,900 |
| 9 | Road A (Km 3/8) |
| 10 | Prime coat 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 Specification no. 111, 112, 501,502,900- over WMM |
| 11 | Road A (Km 3/8) |
| 12 | Tack coat- 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 Specification no.111,112,501, 503,900 |
| 13 | Road A (Km 3/8) |
| 14 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of37.50-13.20mm, 0.35cum of 13.20-2.36 mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 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 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 |
| 15 | Road A (Km 3/8) |
| 16 | Bituminous Concrete (Table500-17) Providing 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 Specification no. 111, 112, 507, 900 complete in all respects - Grading II |
| 17 | Road A (Km 3/8) |
| 18 | Refilling for Making up berms and filling in centre median gap with box cut earth as directed by the Engineer and including all charges etc., complete. (Earth work compaction only) |
| 19 | Road A (Km 3/8) |
| 20 | Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid , foundation concrete laid manually, all complete as per clause 408. |
| 21 | Road A (Km 3/8) |
| 22 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC) |
| 23 | Road A (Km 3/8) |
| 24 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION |
| 25 | Road A (Km 3/8) |
| 26 | Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT |
| 27 | Road A (Km 3/8) |
| 28 | Vibrated cement concrete of grade M20 using 40mm ISS 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 mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for Parapet |
| 29 | Road A (Km 3/8) |
| 30 | Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to siteand cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT |
| 31 | Road A (Km 3/8) |
| 32 | Supply and fabrication of 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 over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire,provision of spacer bars, cover blocks and all other incidental charges , etc., complete. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013) |
| 33 | Road A (Km 3/8) |
| 34 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 35 | Basic cost of value put to tender as per estimate |
| 36 | Add GST at 18% |
| 37 | Total Value put to Tender |
| 38 | Quoted Percentage |
| 39 | Quoted Value |
| 40 | Add GST at 18% of Final Quoted Value |
| 41 | Total Value of Contract Including 18% of GST |
| 42 | Basic cost of value put to tender as per Estimate |
| 43 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 44 | Quoted Rate in Words |
