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| 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, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per Box Cutting |
| 3 | ROAD A |
| 4 | Picking 5 cm to 10 cm old metalled surface and sectioning 1 sqm, Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for picking and all othertools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202 |
| 5 | ROAD A |
| 6 | 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 401- for grading-V Material (Filter / Separation Layer at Bottom) |
| 7 | ROAD A |
| 8 | 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 401- for grading-III Material (Drainage Layer at Top) |
| 9 | ROAD A |
| 10 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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-5 |
| 11 | ROAD A |
| 12 | Providing and laying Prime Coat overWMM surface using Pressure Distributor at the rate of7 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 |
| 13 | Main work Km 2/6-4/0 |
| 14 | Providing and laying Tack Coat overWMM surface (treated with primer) using Pressure Distributor at the rate of2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material,labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as |
| 15 | ROAD A |
| 16 | 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 of 50mm thick 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 |
| 17 | ROAD A |
| 18 | BC 30mm Thick (Grade-II) Using VG30 BitumenProviding and laying Bituminous Concrete to 30mm 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 30mm 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 |
| 19 | ROAD A |
| 20 | Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms. |
| 21 | Main work Km 1/6 - 2/6 |
| 22 | RECONSTRUCTION OF BOX CULVERTS |
| 23 | Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 24 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 25 | 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 BOX CULVERT AND RETURN WALL. |
| 26 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 27 | Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) 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 LEVELLING COURSE OF BOX CULVERT as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. |
| 28 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 29 | Vibrated Reinforced Cement Concrete of grade M25 (Designmix)using20mmISShardbrokengranite 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 heights, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the Engineerfor BOTTOM SLAB OF BOX CULVERT as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 |
| 30 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 31 | Vibrated Reinforced Cement Concrete of grade M25 (Designmix)using20mmISShardbrokengranite 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 heights, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the Engineerfor BODY WALL OF BOX CULVERT as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 |
| 32 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 33 | Vibrated Reinforced Cement Concrete of grade M25 (Designmix)using20mmISShardbrokengranite 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 heights, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the Engineerfor TOP SLAB OF BOX CULVERT as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 |
| 34 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 35 | Supply and fabrication of (HYSD) Steel Grade Fe500/Fe500D (as per steel schedule) 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, positioning 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, 1500, 1600 & 900 |
| 36 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 37 | Vibrated Cement Concrete of grade M20 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 for Parapet. |
| 38 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 39 | Vibrated Cement Concrete M20 mix (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 FOOTINGS OF RETURN WALL. |
| 40 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 41 | Vibrated Cement Concrete M20 mix (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 STEM OF RETURN WALL- BELOW SILL LEVEL |
| 42 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 43 | Vibrated Cement Concrete M20 mix (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 STEM OF RETURN WALL- ABOVE SILL LEVEL |
| 44 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 45 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion. |
| 46 | Reconstruction Box of Culvert at Km 3/2 |
| 47 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion and for approach road on both sides of culvert |
| 48 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 49 | Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., complete. |
| 50 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 51 | Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD |
| 52 | ROAD A (Culvert @ km 31/6, 32/2, 32/8) |
| 53 | CONSTRUCTION OF PROTECTIVE WALL |
| 54 | 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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation of Protective wall |
| 55 | ROAD A (Protective wall @ Km 31/830-32/0) |
| 56 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW FOUNDATION. |
| 57 | ROAD A (Protective wall @ Km 31/830-32/0) |
| 58 | Vibrated Cement Concrete of grade M20 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete For Protective wall for Below sill |
| 59 | ROAD A (Protective wall @ Km 31/830-32/0) |
| 60 | Vibrated Cement Concrete of grade M20 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete For Protective wall for Above Sill |
| 61 | ROAD A (Protective wall @ Km 31/830-32/0) |
| 62 | Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900 |
| 63 | ROAD A (Protective wall @ Km 31/830-32/0) |
| 64 | Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms. |
| 65 | ROAD A (Protective wall @ Km 31/830-32/0) |
| 66 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 67 | Basic cost of value put to tender as per estimate |
| 68 | Add GST at 18% |
| 69 | Total Value put to Tender |
| 70 | Quoted Percentage |
| 71 | Quoted Value |
| 72 | Add GST at 18% of Final Quoted Value |
| 73 | Total Value of Contract Including 18% of GST |
| 74 | Basic cost of value put to tender as per Estimate |
| 75 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 76 | Quoted Rate in Words |
