Highways Department-HD has published Cpt Division Psk Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From Single Lane To Two Lane And Improvements To Palur - Singaperumalkoil Road Km . 0/800 - 7/250 And Widening Only In Km 7/250 - 9/2. Submission Date for this Tender is 03-12-2020. Road Work Tenders in Sriperumbudur Tamil Nadu. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 12-Nov-2020 | BOQ CORRIGENDUM | BOQ | 03-12-2020 |
Name of work : Widening from Single lane to Two lane and Improvements to Palur singaperumalkoil road km 0/800 - 7/250 & widening only in km 7/250 - 9/200 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | 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 \na) box cutting for wideneing portion as per MORT&H Rev. V specifications No.111,112,301,305. | BI01010001010000000000000515BI0100001112 | ||
2 | 1.1 | Road C | BI01010001010000000000000515BI0100001113 | 9339 | Cubic Metre |
3 | 2 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications. | |||
4 | 2.1 | Road C | 7996 | Square Metre | |
5 | 3 | 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. as per MORT&H Rev. V specifications No.111,112,401,900. | |||
6 | 3.1 | Road C | 3841 | Cubic Metre | |
7 | 4 | 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 | |||
8 | 4.1 | Road C | 2521 | Cubic Metre | |
9 | 5 | 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 MORTH Rev. V Specification | |||
10 | 5.1 | Road C | 11587 | Cubic Metre | |
11 | 6 | 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 - over WMM as per MORTH Rev. V Specification | |||
12 | 6.1 | Road C | 46345 | Square Metre | |
13 | 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 WMM / CRM granular surfaces treated with primer | |||
14 | 7.1 | Road C | 46345 | Square Metre | |
15 | 8 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix 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, vibratory andand tandem rollers to achieve the desired compaction Grading I | |||
16 | 8.1 | Road C | 4029 | Cubic Metre | |
17 | 9 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF 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, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification - Grading II | |||
18 | 9.1 | Road C | 1896 | Cubic Metre | |
19 | 10 | Excavation for Roadway and drainage\nExcavation 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 as per MORTH Rev. V Specification \nd) Formation of embankment using earth available at site by Box Cutting for forming and raising berms. | |||
20 | 10.1 | Road C | 4986 | Cubic Metre | |
21 | 11 | Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms, per sq.m. area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level, uniform and free from streaks and holes etc, complete(as per MoRTH specification No. 803) | |||
22 | 11.1 | Road C | 2117 | Square Metre | |
23 | 12 | Providing and laying fixing reflective road studs of ' Category B' raised pavement markers made out of polycarbonate / ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro relectance and chromaticity values conforming to ASTM D4280 etc complete | |||
24 | 12.1 | Road C | 4233 | Nos | |
25 | 13 | SUB ESTIMATE - 1 Construction of minor Bridge at km 4/10 Palur Singaperumalkoil road Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. | |||
26 | 13.1 | Road C | 226 | Cubic Metre | |
27 | 14 | Earthwork excavation in all classes of soil except soft desintegrated rock except Kankar / Soft disintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. | |||
28 | 14.1 | Road C | 449.2 | Cubic Metre | |
29 | 15 | Blasting and removing the hard rock measured in solid in the foundation and removing the blasted stones and stacking the same for pre-measurement at site including the all other labour and incidental charges including the cost of the blasting materials and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION OF ABUTMENTS, PIERS AND WINGS WALLS | |||
30 | 15.1 | Road C | 224.58 | Cubic Metre | |
31 | 16 | Vibrated Cement Concrete of grade M20 design Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL. | |||
32 | 16.1 | Road C | 556 | Cubic Metre | |
33 | 17 | Vibrated Cement Concrete of grade M20 design Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. | |||
34 | 17.1 | Road C | 251 | Cubic Metre | |
35 | 18 | Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, - | |||
36 | 18.1 | Road C | 11 | Cubic Metre | |
37 | 19 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS, - | |||
38 | 19.1 | Road C | 108 | Numbers | |
39 | 20 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete. | |||
40 | 20.1 | Road C | 29 | Square Metre | |
41 | 21 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB. | |||
42 | 21.1 | Road C | 156 | Cubic Metre | |
43 | 22 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. | |||
44 | 22.1 | Road C | 77 | Cubic Metre | |
45 | 23 | Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings. | |||
46 | 23.1 | Road C | 119 | Cubic Metre | |
47 | 24 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete. | |||
48 | 24.1 | Road C | 47.25 | Running metre | |
49 | 25 | Supply and fabrication of Fe 500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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, | |||
50 | 25.1 | Road C | 22 | Metric ton | |
51 | 26 | Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB. | |||
52 | 26.1 | Road C | 15.6 | Cubic Metre | |
53 | 27 | Vibrated Reinforced Cement Concrete of grade M30 mesign mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for APPROACH SLAB. | |||
54 | 27.1 | Road C | 33 | Cubic Metre | |
55 | 28 | Vibrated cement Concrete M30 design mix using IRC size IRC graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab. | |||
56 | 28.1 | Road C | 288.9 | Square Metre | |
57 | 29 | Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including 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 RCC CRASH BARRIERS OVER DECK SLAB. | |||
58 | 29.1 | Road C | 11.8 | Cubic Metre | |
59 | 30 | Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including 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 as per standard specification for PCC PARAPET OVER WINGS. | |||
60 | 30.1 | Road C | 7 | Cubic Metre | |
61 | 31 | Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (VRevision)\n | |||
62 | 31.1 | Road C | 4 | Each | |
63 | 32 | Supply and fixing of High Quality of PVC pipes of 100mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths. | |||
64 | 32.1 | Road C | 108 | Each | |
65 | 33 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS. | |||
66 | 33.1 | Road C | 420 | Cubic Metre | |
67 | 34 | Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including 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 bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BASE COURSE. | |||
68 | 34.1 | Road C | 63 | Cubic Metre | |
69 | 35 | Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. | |||
70 | 35.1 | Road C | 126 | Cubic Metre | |
71 | 36 | Vibrated Cement Concrete of grade M20 Nominal Mix. 1:1.5:3, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS- | |||
72 | 36.1 | Road C | 868 | Cubic Metre | |
73 | 37 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE RETAINING WALL. | |||
74 | 37.1 | Road C | 420 | Running Metre | |
75 | 38 | Sub Estimate 2 For Box culvert In km1/8(i), 1/8(ii), 2/2, 2/4, 2/6, 2/8, 2/10, 3/2, 4/10 Culvert Dismantling the existing plain cement concrete and collecting the useful materials for reuse and directly loading the unwanted surplus materials to the trucks and conveying the same to a distance of 10km ans all labour charges for dismantling and disposing etc., complte | |||
76 | 38.1 | Road C | 288.3 | Cubic Metre | |
77 | 39 | Earth work Excavation in all classes of soils except hard rock not 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 as per standard specification for Box Culvert. | |||
78 | 39.1 | Road C | 1438.07 | Cubic Metre | |
79 | 40 | 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 and Wing wall | |||
80 | 40.1 | Road C | 100.74 | Cubic Metre | |
81 | 41 | 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. | |||
82 | 41.1 | Road C | 451.1 | Cubic Metre | |
83 | 42 | Supply and fabrication of STEEL grade 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 | |||
84 | 42.1 | box culvert In km 0/4, 0/6, 0/8, 0/10, 1/10, 2/4, 2/6, 2/8, 2/10, 3/2, 3/4, 3/6, 3/10 | 32.93 | Metric ton | |
85 | 43 | Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (VRevision) | |||
86 | 43.1 | box culvert In km1/8(i), 1/8(ii), 2/2, 2/4, 2/6, 2/8, 2/10, 3/2, 4/10 | 16 | Square Metre | |
87 | 44 | Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for wing wall. | |||
88 | 44.1 | box culvert In km1/8(i), 1/8(ii), 2/2, 2/4, 2/6, 2/8, 2/10, 3/2, 4/10 | 57.6 | Square Metre | |
89 | 45 | 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 for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet | |||
90 | 45.1 | box culvert In km1/8(i), 1/8(ii), 2/2, 2/4, 2/6, 2/8, 2/10, 3/2, 4/10 | 544.19 | Cubic Metre | |
91 | 46 | Vibrated Cement Concrete of grade M30 (Design Mix) 75mm uniform thick with surface reinforcement to section 2702.2 of MORT &H 2013, using IRC HBG graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and Plants, compacting, curing with all leads for potable water, including all other incidental charges form work, complete for WEARING COAT as per MORT&H Rev. V specifications No.100,1000, 1500, 2600, 2700. | |||
92 | 46.1 | box culvert In km1/8(i), 1/8(ii), 2/2, 2/4, 2/6, 2/8, 2/10, 3/2, 4/10 | 274.93 | Square Metre | |
93 | 47 | SUB ESTIMATE - 3 RETAINING WALL Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shorting and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, cleaning up the site and disposal of all surplus materials etc., complete as per standard specification for foundation. | |||
94 | 47.1 | 6/200 -6/500 | 880 | Cubic Metre | |
95 | 48 | Filling with Quarry fines including cost and conveyance of material 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 below levelling course. | |||
96 | 48.1 | 6/200 -6/500 | 94 | Cubic Metre | |
97 | 49 | Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Base course. | |||
98 | 49.1 | 6/200 -6/500 | 93.6 | Cubic Metre | |
99 | 50 | Vibrated Reinforced cement concrete of M 20 grade (Design mix) using 20mm and below ISS hard 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 Retaining wall. | |||
100 | 50.1 | 6/200 -6/500 | 746 | Cubic Metre | |
101 | 51 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour. | |||
102 | 51.1 | 6/200 -6/500 | 148.72 | Running Metre | |
103 | 52 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
104 | 52.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
105 | 52.2 | Add GST at 12% | 1 | (B) | |
106 | 52.3 | Total Value put to Tender | 1 | (A+B) | |
107 | 52.4 | Quoted value | 1 | (D) | |
108 | 52.5 | Final Quoted Value | 1 | (E) | |
109 | 52.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
110 | 52.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
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