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| 1 | Picking the existing BT surface upto 5cm to 10cm 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 |
| 2 | Road A |
| 3 | WET MIX MACADAMProviding, 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 |
| 4 | Road A |
| 5 | Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 . |
| 6 | Road A |
| 7 | Tack Coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900. |
| 8 | Road A |
| 9 | Tack Coat Over Existing Surface - Providing and laying Tack Coat over Existing BT Surface using 2.00 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 |
| 10 | Road B |
| 11 | Dense Bituminous Macadam Gr I (Table500-17) Providing and laying ofDense Bituminous Macadam85 mm with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compaction as per MORTH specification complete in all respects - Grading I as per MORTH Rev. V Clause No. 111, 112, 501, 502, 503, 505 & 900. |
| 12 | Road A |
| 13 | BM (Grade-II) 50mm Thick Using VG30 - 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 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 |
| 14 | Road B |
| 15 | 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 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 |
| 16 | Road A |
| 17 | Road B |
| 18 | Excavation including removal and satisfactory disposal of all materials 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.a. Formation of embankment using catred Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 19 | Road A |
| 20 | Road B |
| 21 | 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. |
| 22 | Road A -Box culvert at km 27/8 |
| 23 | Removal the existing RCC Slabin the existing causeway / bridge/Culvert 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 -Box culvert at km 27/8 |
| 25 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith 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 as per standard specification forFOUNDATION OF BOX CULVERT AND RETURN WALL |
| 26 | Road A -Box culvert at km 27/8 |
| 27 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost 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 Box Culvert |
| 28 | Road A -Box culvert at km 27/8 |
| 29 | 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 Box culvert for BASE SLAB,OF Box culvert as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 |
| 30 | Road A -Box culvert at km 27/8 |
| 31 | 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 Box culvert BODY WALL OF BOX CULVERT.as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 |
| 32 | Road A -Box culvert at km 27/8 |
| 33 | 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 Box culvert TOP SLAB OF BOX CULVERTas per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 . |
| 34 | Road A -Box culvert at km 27/8 |
| 35 | Supply and fabrication of STEEL grade Fe500 / Fe 500D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete |
| 36 | Road A -Box culvert at km 27/8 |
| 37 | 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 and Parapet. |
| 38 | Road A -Box culvert at km 27/8 |
| 39 | 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 forFOOTINGS OF RETURN WALL. |
| 40 | Road A -Box culvert at km 27/8 |
| 41 | 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 STEM OF RETURN WALL- BELOW SILL LEVEL |
| 42 | Road A -Box culvert at km 27/8 |
| 43 | 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 STEM OF RETURN WALL- ABOVE SILL LEVEL |
| 44 | Road A -Box culvert at km 27/8 |
| 45 | 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 (Box cutting) as per SS20B for 97% Compaction for widening the lane as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 46 | Road A - Paverblock at km 27/8 |
| 47 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (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 power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material |
| 48 | Road A - Paverblock at km 27/8 |
| 49 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (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 power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material |
| 50 | Road A - Paverblock at km 27/8 |
| 51 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 52 | Road A - Paverblock at km 27/8 |
| 53 | Providing colour designed concrete paver block floor finish used with concrete block of 80mm which has a compressive strength of 16.00 Mt/sqm. The rate including the cost concrete concrete block loading and conveyance to site and cost of labour for fixing in position the joints should be filled with sand including compacting by using power compactor etc.,complete complying with standard specification and also the rate including the labour charges for clearing the heavy and scrub,jungle,levelling the sites, diversion of water and sanitary pipe lines,dismantling the existing masonry structures etc.,complete complying as directed by the departmental officers. |
| 54 | Road A - Paverblock at km 27/8 |
| 55 | Vibrated Cement Concrete of Grade M20 (Nominal Mix) using 40mm ISS HBGgraded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, 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 bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Side walls |
| 56 | Road A - Paverblock at km 27/8 |
| 57 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 58 | Basic cost of value put to tender as per estimate |
| 59 | Add GST at 18% |
| 60 | Total Value put to Tender |
| 61 | Quoted Percentage |
| 62 | Quoted Value |
| 63 | Add GST at 18% of Final Quoted Value |
| 64 | Total Value of Contract Including 18% of GST |
| 65 | Basic cost of value put to tender as per Estimate |
| 66 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 67 | Quoted Rate in Words |
