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| 1 | Clearing and grubbing road land - Heavy Jungle including uprooting wild vegetation, grass, bushes, shurbs, sapling and trees of girth upto 300mm, removable of stumps of such trees cut earlier and disposal of unserviceable materials and stacking ofserviceable material to be used or auctioned, upto a lead of 100m including removable and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. for Main work |
| 2 | Earthwork excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Km and all lift as per Technical Specification clause 301 of MORT&H specificationscomplete and as directed by Engineer. For Main work |
| 3 | Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per Clause 305 of MoRT&H - V RevisionFor Main work |
| 4 | Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per Clause 305MoRT&H - V Revision forMain work |
| 5 | Providing and laying Granular Sub-Base Grade - V consisting of well graded Material confirming to the grading given in Table No.400-1,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 vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as perClause 111, 112, 401, 900.MoRT&H - V Revision for Main work |
| 6 | Providing and laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1,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 vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer. as perClause 111, 112, 401, 900.MoRT&H - V Revision for Main work |
| 7 | Provding and laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per Clause111, 112, 406, 900 of MoRT&H - V Revision forMain work |
| 8 | Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg/sqm using bitumen sprayer as directed by the Engineer - over WMM as per Clause No. 111, 112, 502.of MoRT&H - V Revision for Main work |
| 9 | Providing and applying Tack Coat over Granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineeras per Clause No.111,112,503,900 of MoRT&H - V Revision for Main work |
| 10 | Providing and applying tack coat over Cement Concrete surface 3.00 kg of bitumen Emulsion per 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as clause 503 of MORT & H specifications. |
| 11 | Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.20 cum for 26.50-13.20mm, 0.43cumof13.20-2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG30bitumen for premixing per 10 sqm 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 work site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections andcompacting the same with 8-10 tonne Vibratory /Pneumatic Roller to the required density etc., including labour for attending the paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks,using more than 5m Paver finisher, Vibratory/Pneumatic roller and all other tools and plant required and all other incidental charges etc., complete as per specification using CMP as per clause 504of MoRT&H - V Revision for Main work |
| 12 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm,0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with50.30kgs ofVG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mixplant 20-30ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and compacting the same with 8-10 tonneVibratory/Pneumatic Roller to the required density etc., including labour for attending the paverat site etc., including hire charges and fuel charges for 20-30tCMP with bitumen boiler, tipper trucks,using more than 5m Paver finisher, Vibratory/Pneumatic roller and all other tools and plant required and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT&H - V Revision for Main work |
| 13 | Filling With Gravelin all classes of soils except hard rock requiring blasting for box cutting including all labour charges for excavation involving an average horizontal throw up to 2.0m and an average vertical lift up to 0.5m including breaking clods including all other incidental charges etc., complete.as per clause 301 - 305 of MORT & h specifications. FOR BERMS |
| 14 | Construction of Box culverts at km 0/0,0/106,0/650, 0/995,1/042,1/156,1/500,1/700,2/000, 2/175, 2/579 and 2/852 Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential chargessuchas baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., completeasperrelevant standard specification for FOUNDATION OF BOX CULVERTas per section 300 of MORTH specification (V Revision) |
| 15 | Plain Cement Concrete of grade M15 Nominal Mix (1:2:4) 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 LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND PIERSfor Box culverts |
| 16 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Base slab, Vertical Wall and Top Slab for Box culvert |
| 17 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall foundation |
| 18 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall foundation Below sill |
| 19 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall Above sill |
| 20 | VibratedCement Concrete M20 (Nominal Mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site including cement at site includinglabour charges for mixing, transporting, laying, and curing concrete,working at heights.hire charges for tools and plants.including all other incidental charges.etc, complete for CC PARAPETSOVER BOX CULVERT. |
| 21 | Supply and fabrication of Fe-500 (HSD) steel required in the schedule including cost of steel at site cost of providing and cost of fabrication.l abour charges forcleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings.including cost of bindingwire(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MORT@H specifications ( V revision) forBox culverts |
| 22 | Calculation of SubTotal, GST and Total Amount carried out by system automaticallyBasic cost of value put to tender as per estimate |
| 23 | Add GST at 18% |
| 24 | Total Value put to Tender |
| 25 | Negotiated Percentage |
| 26 | Final Negotiated Value |
| 27 | Add GST at 18% of Final Negotiated Value |
| 28 | Total Value of Contract Including 18% of GST |
| 29 | Basic cost of value put to tender as per Estimate |
| 30 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
