|
| 1 | Road Work |
| 2 | 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, 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 Box Cutting for Widening portionas per MoRTH Rev V standard specification 100,111,112,305 |
| 3 | Road A |
| 4 | Picking the existing BT surface upto 5 cm to 10 cm depth as directed by the departmental officers and levelling the surface including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per standard specifications. as per MoRTH Rev-5 specification |
| 5 | Road B |
| 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 tipper to site, laying in uniform layers usingmotor grader as Sub Base course on well prepared surface and compacting with vibratory soil compactorto acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 ( Grade V) |
| 7 | Road A |
| 8 | 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 tipper to site, laying in uniform layers using motor grader as Sub Base course on well prepared surface and compacting withvibratory soil compactorto acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 (Grade III) |
| 9 | Road A |
| 10 | 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 usingmotor grader in Sub Base/ Base course on well prepared surface and compacting withvibratory 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-5 |
| 11 | Road A |
| 12 | Road B |
| 13 | Providing and laying Prime Coat overWMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 |
| 14 | Road A |
| 15 | Road B |
| 16 | Providing and laying Tack Coat overWMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as as per Clause 503 of MORTH Rev-5 |
| 17 | Road A |
| 18 | Road B |
| 19 | 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 spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 20 | Road A |
| 21 | Road B |
| 22 | BM (Grade-II) 50mm thick using VG 30Providing, 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 Grade-II |
| 23 | Road A |
| 24 | Road B |
| 25 | BC 30/40mm Thick (Grade-II) Using VG30 Bitumen 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 of 40mm thick 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 |
| 26 | Road A |
| 27 | Road B |
| 28 | COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTHProviding compaction for making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineer as per MoRTH Rev-5 specification |
| 29 | Road A |
| 30 | 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 power roller, 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 Carted Earth with compaction for making up of low berms as per MoRTH Rev-5 specification ( 1 Km lead) |
| 31 | Road B |
| 32 | RECONSTRUCTION OF BOX CULVERTS |
| 33 | Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH111, 112, 202Removal of Brick and Stone masonary in cement mortar |
| 34 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 35 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 36 | Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH111, 112, 202Removal of Cut stone slab |
| 37 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 38 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 39 | Earth work 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, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for Narrow foundation of Body wall , box culvertas per MORTH Vth Rev., 304. |
| 40 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 41 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 42 | Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 relevant standard specifications, for LEVELLING COURSE BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. |
| 43 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 44 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 45 | Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal using with M.Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation of wing wall |
| 46 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 47 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 48 | Vibrated Reinforced Cement Concrete of grade M25 (Designmix)using 20mm and below ISS graded hardbrokengranite metal using with M-Sand, including cost and conveyance of all materials tositeandcostofcementexcludingcostand fabrication of steel but including cost of form work, labourchargesformixing,transporting,layingand curing concrete, working at depth, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the EngineerforBox culvert as per MORTH No. 100, 900, 1000, 1500, 1600, 1700, 2200, 2300 |
| 49 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 50 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 51 | Vibrated Reinforced cement concrete M30 (Design mix) usingISS sized hard granite metal and using M-sand includingcost and conveyance of all materialsto site excluding cost and fabrication of steel reinforcement but including cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702,2704 & 900 WEARING COAT 75MM uniform thickness OVER DECK SLAB |
| 52 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 53 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 54 | Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) |
| 55 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 56 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 57 | Supply and fabrication ofSteelFe500/Fe500D/Fe550/Fe550D Grade required for all RCC items of works involved in the schedule of drawings 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. - MORTH Vth Rev., 1000, 1600 & 900 |
| 58 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 59 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 60 | Stone Dust Fillingincluding cost and conveyance to site including labour charges for filling in layers, all machinery charges , watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete.as per relevantMORTH Vth Rev. specification |
| 61 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 62 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 63 | 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 power roller, 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 Carted Earth of CBR not less than 5 with compaction for making up of low berms as per MoRTH Rev-5 specification ( 1 Km lead) For Diversion road |
| 64 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 65 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 66 | 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 tipper to site, laying in uniform layers usingmotor grader as Sub Base course on well prepared surface and compacting with vibratory soil compactorto acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 ( Grade V) |
| 67 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 68 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 69 | 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 usingmotor grader in Sub Base/ Base course on well prepared surface and compacting withvibratory 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-5 |
| 70 | Road A Reconstruction of Box Culvert at Km 2/2,2/4,2/6 |
| 71 | Road A Reconstruction of Box Culvert at Km 3/6 |
| 72 | Earth work excavation in all classes of soils except hard rockrequiring blasting and depositing on bank with all lead and liftas per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification as per Cl.111, 112, 201, 304 and 900 of MORTH Rev-5. |
| 73 | Road A Retaining wall at km 3/6 |
| 74 | Road A Retaining wall at km 3/8 |
| 75 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement including cost of formwork, soft water, labor 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 relevant standard specifications, for foundationas per MORTH Vth Rev., 100 1000, 1500, 1700, 2100,2200 & 900. |
| 76 | Road A Retaining wall at km 3/6 |
| 77 | Road A Retaining wall at km 3/8 |
| 78 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement including cost of formwork, soft water, labor 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 relevant standard specifications, for Below Sillas per MORTH Vth Rev., 100 1000, 1500, 1700, 2100,2200 & 900. |
| 79 | Road A Retaining wall at km 3/6 |
| 80 | Road A Retaining wall at km 3/8 |
| 81 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working in heights , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Above Sillas per MORTH Vth Rev., 100 1000, 1500, 1700, 2100,2200 & 900. |
| 82 | Road A Retaining wall at km 3/6 |
| 83 | Road A Retaining wall at km 3/8 |
| 84 | 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 backfill arrangements with 100mm size broken granite stones ate the periphery and labour charges for fixing etc., complete to draing the backfill as per standard specification. |
| 85 | Road A Retaining wall at km 3/6 |
| 86 | Road A Retaining wall at km 3/8 |
| 87 | Refilling with available Excavated Earth for filling in layers not exceeding limits including consolidation including all labour charges and incidental charges etc., complete and in accordance with standard specification as per morth Vth Rev., 305 & 2907 for filling behind retaining wall |
| 88 | Road A Retaining wall at km 3/6 |
| 89 | Road A Retaining wall at km 3/8 |
| 90 | 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 power roller, 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 Carted Earth of CBR not less than 5 with compaction for making up of low berms as per MoRTH Rev-5 specification ( 5 Km lead) |
| 91 | Road A Retaining wall at km 3/6 |
| 92 | Road A Retaining wall at km 3/8 |
| 93 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 94 | Basic cost of value put to tender as per estimate |
| 95 | Add GST at 18% |
| 96 | Total Value put to Tender |
| 97 | Quoted Percentage |
| 98 | Quoted Value |
| 99 | Add GST at 18% of Final Quoted Value |
| 100 | Total Value of Contract Including 18% of GST |
| 101 | Basic cost of value put to tender as per Estimate |
| 102 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 103 | Quoted Rate in Words |
