Providing Junction Improvements and Widening of Box Culvert, Widening of Pipe culvert Works in the Government Roads ofPalani (H) C&M Sub Division (MDU – 084)- 1 Road Work 2 Picking the existing BT surface up to 50mm depthas directed by dept Engineer& levelling the surface including all labour, tools ,plants& all other incidential charges complete as per specifications. 3 Road A (Km 0/2) 4 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 5 Road A (Km 0/2) 6 Road B (Km 5/8) 7 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 8 Road A (Km 0/2) 9 Road B (Km 5/8) 10 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 11 Road B (Km 5/8) 12 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 13 Road A (Km 0/2) 14 Road B (Km 5/8) 15 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 16 Road A (Km 0/2) 17 Road B (Km 5/8) 18 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 19 Road A (Km 0/2) 20 Road B (Km 5/8) 21 Tack coat- 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 and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900 22 Road B (Km 5/8) 23 Bituminous Macadam: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 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 Specification no. 111, 112, 501, 503, 900 - Grading II 24 Road A (Km 0/2) 25 Road B (Km 5/8) 26 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 27 Road A (Km 0/2) 28 Road B (Km 5/8) 29 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) 30 Road A (Km 0/2) 31 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. 32 Road A (Km 0/2) 33 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) 34 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 35 Road B (Km 5/8) 36 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 37 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 38 Road B (Km 5/8) 39 Plain Cement concrete in M 10 using 40mmISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Levelling Course. 40 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 41 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 42 Road B (Km 5/8) 43 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 Body wall and Wing Wall 44 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 45 Road B (Km 5/8) 46 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 47 Road B (Km 5/8) 48 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) 49 Road B (Km 5/8) 50 Refilling with excavated soil complying with standardspecification for filling in foundation and basement. 51 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 52 Filling with Quarry Dust complying with standardspecification for filling in Pipe portion. 53 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 54 Supply of NP3 Class RCC Pipe conforming to IS 458/2003 ,1000mm dia including cost of pipe as a finished work including all otherincidentalcharges,testingchargesincluding loading,unloading,transportanddeliveryingood condition at work site etc., complete, as directed by the Departmental Officers and as per standard specifications 55 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 56 Hoisting and fixing of 1000 mm dia pipes and collars to proper gradient including all labour charges and all other incidental charges etc., complete 57 Road A (Km 0/2) (Pipe Culvert at Km 0/2) 58 Calculation of SubTotal, GST and Total Amount carried out by system automatically 59 Basic cost of value put to tender as per estimate 60 Add GST at 18% 61 Total Value put to Tender 62 Quoted Percentage 63 Quoted Value 64 Add GST at 18% of Final Quoted Value 65 Total Value of Contract Including 18% of GST 66 Basic cost of value put to tender as per Estimate 67 Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) 68 Quoted Rate in Words
