| 1 | 1 | 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, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 Foundation of Drain | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | ROAD A | | 2376 | Cubic Metre |
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| 3 | 1.02 | ROAD B | | 1728 | Cubic Metre |
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| 4 | 1.03 | ROAD C | | 669.6 | Cubic Metre |
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| 5 | 2 | Filling with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for drain. | | | |
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| 6 | 2.01 | ROAD A | | 264 | Cubic Metre |
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| 7 | 2.02 | ROAD B | | 192 | Cubic Metre |
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| 8 | 2.03 | ROAD C | | 74.4 | Cubic Metre |
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| 9 | 3 | Vibrated Cement Concrete M10 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specifications FOR foundation. | | | |
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| 10 | 3.01 | ROAD A | | 176 | Cubic Metre |
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| 11 | 3.02 | ROAD B | | 128 | Cubic Metre |
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| 12 | 3.03 | ROAD C | | 49.6 | Cubic Metre |
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| 13 | 4 | Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor but excluding cost and fabrication of steel including cost of form work and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification MORTH Rev. V Nos. 1000,1700,2200 for Drain Slabs and Walls. | | | |
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| 14 | 4.01 | ROAD A | | 897.2 | Cubic Metre |
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| 15 | 4.02 | ROAD B | | 661.9 | Cubic Metre |
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| 16 | 4.03 | ROAD C | | 280.9 | Cubic Metre |
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| 17 | 5 | Supply and fabrication of Tor steel grade Fe-500 steel required for all RCC items of works involved in the schedule 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 for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications. | | | |
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| 18 | 5.01 | ROAD A | | 80.6 | Metric tone |
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| 19 | 5.02 | ROAD B | | 58.6 | Metric tone |
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| 20 | 5.03 | ROAD C | | 22.8 | Metric tone |
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| 21 | 6 | Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces and PVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position. | | | |
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| 22 | 6.01 | ROAD A | | 220 | Nos |
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| 23 | 6.02 | ROAD B | | 148 | Nos |
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| 24 | 6.03 | ROAD C | | 62 | Nos |
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| 25 | 7 | Supply and fixing of Reinforced Cement concrete Man Hole cover 750mm dia including frames EHD 35 as per IRC 50-1999 and IS 12592 as directed by the Departmental officers including labour charges for fixing at every interval of 5m along the drain including all other incidental charges etc.,complete for Drain. | | | |
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| 26 | 7.01 | ROAD A | | 110 | Nos |
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| 27 | 7.02 | ROAD B | | 74 | Nos |
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| 28 | 7.03 | ROAD C | | 31 | Nos |
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| 29 | 8 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the 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, 900 Box Cutting for paver block portion | | | |
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| 30 | 8.01 | ROAD A | | 114.7 | Cubic Metre |
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| 31 | 8.02 | ROAD B | | 1280.39 | Cubic Metre |
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| 32 | 8.03 | ROAD C | | 202.52 | Cubic Metre |
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| 33 | 8.04 | ROAD D | | 5320 | Cubic Metre |
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| 34 | 9 | Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Foundation ( Base course) and as per MoRTH Specification 1000, 1500, 1700 & 2100. | | | |
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| 35 | 9.01 | ROAD D | | 112 | Cubic Metre |
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| 36 | 10 | Vibrated Cement Concrete M 20 mix using graded ISS HBG 20 mm and below metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel but including cost and conveyance of cement complying to the required standard specification including cost and labour charges for centering, labour charges for form work, mixing, laying, compacting, finishing & curing using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc complete and as per MoRTH Specification 1000, 1500, 1600, 1700, 2200. For Strip walls | | | |
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| 37 | 10.01 | ROAD A | | 11.52 | Cubic Metre |
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| 38 | 10.02 | ROAD B | | 65.52 | Cubic Metre |
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| 39 | 10.03 | ROAD C | | 8.64 | Cubic Metre |
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| 40 | 10.04 | ROAD D | | 347.2 | Cubic Metre |
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| 41 | 11 | Providing GSB using matrials as per clause 401.2.1 viz close graded, grading-I materials, individuals for combination thereof which satisfied the grading as per table 400.1 and satisfied the physical standardsgiven in the clause 401.2.2 gives the CBR including cost and conveyance of earth, all material and hire and machinery charges of tools and plants employed and all other incidential charges as per MORTH revision IV\" | | | |
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| 42 | 11.01 | ROAD A | | 47 | Cubic Metre |
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| 43 | 11.02 | ROAD B | | 524.75 | Cubic Metre |
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| 44 | 11.03 | ROAD C | | 83 | Cubic Metre |
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| 45 | 11.04 | ROAD D | | 1890 | Cubic Metre |
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| 46 | 12 | 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 of MORTH Vth Revision Specification no.111,112,406,900 | | | |
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| 47 | 12.01 | ROAD A | | 39 | Cubic Metre |
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| 48 | 12.02 | ROAD B | | 479.25 | Cubic Metre |
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| 49 | 12.03 | ROAD C | | 77 | Cubic Metre |
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| 50 | 12.04 | ROAD D | | 1890 | Cubic Metre |
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| 51 | 13 | Filling with M. sand to the required thickness including cost and conveyance of all materials to site from any approval source satisfying the standard and specification, and all labour charges for filling layers compacting, ramming to obtain the maximum density by watering all other incidental charges such as bailing out water if necessary forming protective bunds etc complete for paver block. | | | |
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| 52 | 13.01 | ROAD A | | 4.7 | Cubic Metre |
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| 53 | 13.02 | ROAD B | | 57.51 | Cubic Metre |
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| 54 | 13.03 | ROAD C | | 9.24 | Cubic Metre |
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| 55 | 13.04 | ROAD D | | 226.8 | Cubic Metre |
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| 56 | 14 | Providing and laying 83mm thick Hi strength type of interlocking colour paver block of minimum compressive strength 40 N sq.mm in uniform shape of approved make to be laid in harring bone patern with approved non skitting surface in top as diected by the engineer the rate in inclusive of providing transporting loading and unloading and laying as per standard specification etc.,complete for paver blocked portion as per MORTH specification No.IRC SP 63:2004 | | | |
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| 57 | 14.01 | ROAD A | | 156 | Square Metre |
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| 58 | 14.02 | ROAD B | | 1917 | Square Metre |
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| 59 | 14.03 | ROAD C | | 308 | Square Metre |
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| 60 | 14.04 | ROAD D | | 3780 | Square Metre |
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| 61 | 15 | 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, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation. | | | |
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| 62 | 15.01 | ROAD E Retaining Wall | | 138.69 | Cubic Metre |
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| 63 | 16 | Filling with good Quarry Dust to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for body wall and cradle portion. | | | |
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| 64 | 16.01 | ROAD E Retaining Wall | | 23.41 | Cubic Metre |
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| 65 | 17 | Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for BELOW SILL LEVEL | | | |
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| 66 | 17.01 | ROAD E Retaining Wall | | 127 | Cubic Metre |
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| 67 | 18 | Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Above Sill Level. | | | |
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| 68 | 18.01 | ROAD E Retaining Wall | | 250.18 | Cubic Metre |
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| 69 | 19 | 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 back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications. | | | |
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| 70 | 19.01 | ROAD E Retaining Wall | | 53 | RM |
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| 71 | 20 | Refilling the Excavated earth of granular materials saped concentrically to fit the lower part of the cost and conveyance of all materials to site and labour chargfes etc., complete | | | |
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| 72 | 20.01 | ROAD E Retaining Wall | | 124.8 | Cubic Metre |
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| 73 | 20.02 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | | | |
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| 74 | 20.03 | Basic cost of value put to tender as per estimate | | 1 | (A) |
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| 75 | 20.04 | Add GST at 12% | | 1 | (B) |
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| 76 | 20.05 | Total Value put to Tender | | 1 | (A+B) |
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| 77 | 20.06 | Excess/Less Percentage | | 1 | (D) |
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| 78 | 20.07 | Final Value | | 1 | (E) |
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| 79 | 20.08 | Add GST at 12% of Final Value | | 1 | (F) |
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| 80 | 20.09 | Total Value of Contract Including 12% of GST | | 1 | (E+F) |
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