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| 1 | Picking 5cm to 10cm old metalled surface and sectioning 1Sqm 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 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. |
| 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 - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 10 | Road A |
| 11 | Dense Bituminous Macadam (Table500-17) Providing and laying ofDense Bituminous Macadam50mmwith 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 II as per MORTH Rev. V Clause No. 111, 112, 501, 502, 503, 505 & 900. |
| 12 | Road A |
| 13 | 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 |
| 14 | Road A |
| 15 | 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 |
| 16 | Road A |
| 17 | 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. |
| 18 | Road A - Box Culvert at km 25/6 |
| 19 | 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 |
| 20 | Road A - Box Culvert at km 25/6 |
| 21 | 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 |
| 22 | Road A - Box Culvert at km 25/6 |
| 23 | 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 |
| 24 | Road A - Box Culvert at km 25/6 |
| 25 | 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 |
| 26 | Road A - Box Culvert at km 25/6 |
| 27 | 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 . |
| 28 | Road A - Box Culvert at km 25/6 |
| 29 | Supply and fabrication of STEEL grade Fe500 / Fe500D 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 |
| 30 | Road A - Box Culvert at km 25/6 |
| 31 | 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 forParapet. |
| 32 | Road A - Box Culvert at km 25/6 |
| 33 | 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. |
| 34 | Road A - Box Culvert at km 25/6 |
| 35 | 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- |
| 36 | Road A - Box Culvert at km 25/6 |
| 37 | 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 |
| 38 | Road A - Box Culvert at km 25/6 |
| 39 | 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. |
| 40 | Road A - Box Culvert at km 25/6 |
| 41 | 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 |
| 42 | Road A - Box Culvert at km 25/6 |
| 43 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 44 | Basic cost of value put to tender as per estimate |
| 45 | Add GST at 18% |
| 46 | Total Value put to Tender |
| 47 | Quoted Percentage |
| 48 | Quoted Value |
| 49 | Add GST at 18% of Final Quoted Value |
| 50 | Total Value of Contract Including 18% of GST |
| 51 | Basic cost of value put to tender as per Estimate |
| 52 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 53 | Quoted Rate in Words |
