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... More
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date17 Sep 2019
Closing Date16 Oct 2019
Tender Amount₹ 5,62,21,101
Costs
EMD
₹ 2,92,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package 115 - Cridp - 2019-20 - Cheyyar
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_HWAY_138259_1Bid Award Id
ViewTender No
package 115 / 2019-20Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Road D
12.5
-
12.99
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Road E
268.33
-
12.99
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Road F
212.5
-
12.99
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Road G
212.5
-
12.99
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Road H
212.5
-
12.99
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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 Optimum Moisture Content in accordance with IS 2720 (part8), 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 - (drainage layer)
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-
-
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Road A
350
-
1406.75
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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 Optimum Moisture Content in accordance with IS 2720 (part8), 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 (Filter layer)
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-
-
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Road A
560
-
1320.45
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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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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)
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-
-
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Road A
875
-
1601.68
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Road D
25.88
-
1601.68
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Road E
120.75
-
1601.68
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Road F
95.63
-
1601.68
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Road G
95.63
-
1601.68
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Road H
95.63
-
1601.68
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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
-
-
-
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Road A
3500
-
60.37
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Road D
37.5
-
60.38
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Road E
805
-
60.37
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Road F
637.5
-
60.37
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Road G
637.5
-
60.38
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Road H
637.5
-
60.37
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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 granular surface treated with primer as per clause 503 - over granular surfaces treated with primer
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-
-
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Road A
3500
-
11.69
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Road D
37.5
-
11.69
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Road E
805
-
11.69
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Road F
637.5
-
11.69
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Road G
637.5
-
11.69
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Road H
637.5
-
11.69
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Advance patch work using Bituminous Macadam Providing and Laying 50mmthickBituminousMacadamusingcourseaggregateandVG30bitumenwhichshallconsistofconstructioninasinglecoursebase/bindercourseconfirmingtothespecficationonapreviouslypreparedbase.(usingMiniHotMixPlantandPowerRoller)includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallotherincidentalchargesetc.,completeasperclause504 MORTH Rev-5 (Mix-in-place method) (For Patch Works). FOR BROKEN EDGE& UNDULATIONS
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-
-
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Road E
82.65
-
5845.43
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Advance patch work using 45mm IRC size HBG metal for making the pot hols and patching using VG10 grade bitumen including mixing at the rate of 44kg/cum of chips after trimming the pot holes or depression to proper shape and depth side pointing wih tack coat and commpacting the layesr as directed by departmental officers etc., complete as per MORTH Rev.specification
-
-
-
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Road F
48.29
-
2838.13
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Road G
1.96
-
2845.12
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Road H
2.23
-
2919.75
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Road I
11.57
-
2885.13
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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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces
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-
-
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Road A
7000
-
16.6
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Road E
34195
-
16.6
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Road F
17784.38
-
16.6
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Road G
6112.5
-
16.6
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Road H
5075
-
16.6
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Road I
6750
-
16.6
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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 and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505)Grading I (75-100mm)
-
-
-
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Road A
280
-
6753.27
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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 and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II (50-75mm)
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-
-
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Road A
350
-
6141.98
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Road D
1.88
-
6141.98
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Road E
341.25
-
6141.98
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Road F
173.44
-
6141.98
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Road G
60.94
-
6141.98
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Road H
45.94
-
6141.98
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Road I
67.5
-
6141.98
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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 as per MORTH specification clause No. 507 complete in all respects) - Grading II
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-
-
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Road A
420
-
7854.15
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Road D
1.13
-
7854.15
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Road E
1050
-
7854.15
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Road F
552.66
-
7854.15
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Road H
171.38
-
7854.15
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Road I
202.5
-
7854.15
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Bituminous Concrete 30-40mm thick (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 as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORT&H Rev. V specifications plastic
-
-
-
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Road G
202.5
-
7744.2
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Providing and laying of Carted Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers.
-
-
-
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Road F
902
-
148.48
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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 EarthWork for berms including Cost of earth work and compaction by power roller (100% compaction)
-
-
-
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Road E
1500
-
90.98
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Road G
360
-
90.98
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Road H
280
-
90.98
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Road I
360
-
90.98
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Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Earthern Drain
-
-
-
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Road A
845
-
73.1
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Road E
3755
-
73.1
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Road G
1485
-
73.1
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Road H
1315
-
73.1
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Road I
1065
-
73.1
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Vibrated Cement concrete M15, 1:2:4 mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour charges for formwork, laying, watering, compacting, vibration charges, curing and all other incidental charges etc., complete as per relevant standard specification for repairing the parapet and culvert portion.
-
-
-
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Road E
0.9
-
8330.64
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Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.
-
-
-
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Road A
1557
-
3.9
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Road E
7947
-
3.9
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Road F
2387.7
-
3.9
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Road G
2628
-
3.9
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Road H
1894.5
-
3.9
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Road I
2853
-
3.9
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Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers.
-
-
-
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Road A
2
-
700
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Road E
18
-
700
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Road F
12
-
700
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Road G
6
-
700
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Road H
2
-
700
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Road I
6
-
700
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Providing RCC M15 grade precast KM Stone of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer.
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-
-
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Road A
1
-
1329.8
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Road E
4
-
1352.27
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Road F
3
-
1345.85
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Road G
1
-
1339.43
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Road H
1
-
1364.17
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Road I
1
-
1339.43
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Providing RCC M15 grade precast HM Stone of standard design as per IRC: 26 - 1976 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer.
-
-
-
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Road A
4
-
280.85
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Road E
20
-
285.37
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Road F
20
-
284.08
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Road G
8
-
282.78
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Road H
5
-
287.77
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Road I
8
-
282.78
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Chiseling the tree for tree numbering of size 0.20 x 0.20 m including cost of tools, labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.
-
-
-
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Road E
59
-
12.5
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Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
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Road A
5.71
-
165
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Road E
14.87
-
165
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Road F
11.15
-
165
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Road G
4.51
-
165
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Road H
2.3
-
165
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Road I
4.51
-
165
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Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
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Road A
79.14
-
23
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Road E
229.47
-
23
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Road F
142.32
-
23
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Road G
61.02
-
23
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Road H
7.7
-
23
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Road I
64.28
-
23
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White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
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Road A White Banding
116.45
-
23
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Road A Black Banding
58.23
-
119.4
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Road E White Banding
76.75
-
23
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Road E Black Banding
38.38
-
119.4
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Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.
-
-
-
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Road A Lettering 5 to 10 CM
307
-
4.58
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Road A Lettering 10 to 15 CM
18
-
7.63
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Road E Lettering 5 to 10 CM
715
-
4.58
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Road E Lettering 10 to 15 CM
64
-
7.63
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Road F Lettering 5 to 10 CM
457
-
4.58
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Road F Lettering 10 to 15 CM
58
-
7.63
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Road G Lettering 5 to 10 CM
212
-
4.58
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Road G Lettering 10 to 15 CM
22
-
7.63
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Road H Lettering 5 to 10 CM
91
-
4.58
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Road H Lettering 10 to 15 CM
16
-
7.63
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Road I Lettering 5 to 10 CM
207
-
4.58
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Road I Lettering 10 to 15 CM
22
-
7.63
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ROAD B). CONSTRUCTION OF RCC CENTER MEDIAN @ KM 24/8 - 25/350 OF ARCOT - VILLUPURAM ROAD
-
-
-
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ROAD C). CONSTRUCTION OF RCC CENTER MEDIAN @ KM 26/2, 26/6, 26/8 OF ARCOT - VILLUPURAM ROAD
-
-
-
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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 For Foundation as per MORT&H Rev.V specification
-
-
-
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Road B
51.4
-
73.1
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Road C
63.1
-
73.1
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Cement Concrete M15 (nominal mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing concrete , laying , hire charges for tool and plants , compacting , curing, with all leads for soft water , including all other incidental charges , form work etc., complete for foundation as per MORT&H Rev V Specification MORTH specification
-
-
-
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Road B
77.1
-
5204.8
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Road C
93.1
-
5177.2
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Providing RCC centre median of size 0.610m at bottom 0.250m at middle 0.150m at top and to height 1.125m from the road level including cost and conveynace of all materials to work site including picking the existing B.T surface if necessary , and providing form work for shuttering ,on both sides and chamfered edjes at top including cost of steel reinforcement as per the bar bending shedule appended here with , fabrication and placing in position of steel grills including cost of binding wire , laying of RCC M-25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved source including labour charges for mixing , laying , curing etc., and cost and laying of 110mm dia PVC pipes (for service utilities ) at the middle of the median as directed by the departmental officers rendering , smoothess over the CC surface with 10kg of cement for 10sqm area and painting two coats over the CC surfaces with best approved quality of cement paint including primer etc., including all labour charges hire and fuel charges for the tools and plants employeed and as per standard specification and in accordance with drawings appended here with and as directed by the departmental officers etc., complete FOR RCC CENTRE MEDIAN as per MORT&H Rev V Specifications
-
-
-
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Road B
514
-
5440
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Road C
631
-
5429
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SUB-ESTIMATE FOR BOX CULVERT AT KM 9/8 OF KANNAMANGALAM - ARNI ROAD
-
-
-
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Dismantling Culvert, bridges and other structures Dismantling savaging and removal and disposting of resulting materials and back filling the resulting trenches and pits etc. For Brick Masonry as per MORT&H Rev. V specifications
-
-
-
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Road A
10.76
-
168
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Earthwork excavation in all classes of soil except soft 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 CULVERT
-
-
-
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Road A
111.72
-
73.1
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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 foundation of Culvert
-
-
-
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Road A
5.88
-
154.7
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Vibrated Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, 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 MORTH Rev. V Specification for foundation and Wing wall.
-
-
-
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Road A
8.82
-
4772
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Vibrated Reinforced Cement concrete in M25 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per MORTH Rev. V Specification for Culvert
-
-
-
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Road A
60.69
-
9010
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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 palcing 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 standard specifications.
-
-
-
... More
Road A
1.9
-
69849.29
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Vibrated cement Concrete M30 design mix using IRC size HBG 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. excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification
-
-
-
... More
Road A
28.86
-
609
... More
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 Formation of Diversion Road
-
-
-
... More
Road A
67.5
-
73.1
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Supply of 1000mm dia RCC NP3 class pipes conforming to IS 458 specification as per directed by the departmental officers including cost and conveyance of pipe to the worksite and all ther other incidental charges etc., complete. as per MORT&H Rev.V specification
-
-
-
... More
Road A
7.5
-
3700
... More
Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both side including labour charges for positioning and packing the joints and all other incidental charges etc., complete as per MORT&H Rev. V spcification
-
-
-
... More
Road A
7.5
-
227
... More
Collection and supply of Well gravel including cost and conveyance of gravel from approved quarry site including cost and conveyance , labour charges for sectioning , levelling , compacting , watering and ramming including all tools and plants labour for filling etc., complete as per standrad specification for Diversion Road.as per MORT&H Rev. V specifications No.309.
-
-
-
... More
Road A
75
-
210.24
... More
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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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)
-
-
-
... More
Road A
56.25
-
1601.68
... More
SUB-ESTIMATE FOR RECONSTRUCTION OF RCC SLAB CULVERT OF CUDDALORE - CHITTOR ROAD TO REDDIPALAYAM ROAD AT KM 2/2
-
-
-
... More
Dismantling Culvert, bridges and other structures Dismantling savaging and removal and disposting of resulting materials and back filling the resulting trenches and pits etc. For Brick Masonry as per MORT&H Rev. V specifications
-
-
-
... More
Road D
37.8
-
168
... More
Earthwork excavation in all classes of soil except soft 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 Abutment ,Wings
-
-
-
... More
Road D
142.43
-
73.1
... More
Vibrated Cement concrete in M15 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, 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 FOOTINGS OF ABUTMENT&WINGS, BELOW SILL LEVEL.
-
-
-
... More
Road D
104.63
-
5491
... More
Vibrated Cement concrete in M15 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants, form work and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for FOOTINGS OF ABUTMENT, & WINGS, ABOVE SILL LEVEL..
-
-
-
... More
Road D
72.65
-
5967
... More
Vibrated Reinforced Cement concrete in M30 grade using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for BED BLOCK CUM DIRT WALL
-
-
-
... More
Road D
4.17
-
8920
... More
Vibrated Reinforced Cement concrete in M30 grade using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for DECK SLAB
-
-
-
... More
Road D
20.95
-
9157
... More
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 palcing 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 standard specifications.
-
-
-
... More
Road D
2.22
-
69849.37
... More
Providing andf fixing 6mm bitumen felt expansion joint including cost and conveyance of all materilas to site including labour charges for fixing etc completed as per as per MORT&H Rev. V specifications No.100,1000,2600.
-
-
-
... More
Road D
7.2
-
300
... More
Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete
-
-
-
... More
Road D
7.56
-
100
... More
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 Standard specification
-
-
-
... More
Road D
21.97
-
1012.17
... More
Providing and fixing PVC seepage pipes of 110mm dia at 1.0 m c/c both ways to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite and labour charges for fixing, etc. complete Shed Item Sl.No.:199J
-
-
-
... More
Road D
24
-
172.8
... More
Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, 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
-
-
-
... More
Road D
66.45
-
245.7
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm, 12mm,6mm IRC Graded HBG stone Jelly 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, and incidental charges such as bailing out water complete excluding steel as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab
-
-
-
... More
Road D
47.72
-
567
... More
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 Formation of Diversion Road
-
-
-
... More
Road D
33
-
73.1
... More
Supply of 1000mm dia RCC NP3 class pipes conforming to IS 458 specification as per directed by the departmental officers including cost and conveyance of pipe to the worksite and all ther other incidental charges etc., complete. as per MORT&H Rev.V specification
-
-
-
... More
Road D
7.5
-
3700
... More
Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both side including labour charges for positioning and packing the joints and all other incidental charges etc., complete as per MORT&H Rev. V spcification No.100,1000,2900.
-
-
-
... More
Road D
7.5
-
227
... More
Collection and supply of Well gravel including cost and conveyance of gravel from approved quarry site including cost and conveyance , labour charges for sectioning , levelling , compacting , watering and ramming including all tools and plants labour for filling etc., complete as per standrad specification for Diversion Road.as per MORT&H Rev. V specifications
-
-
-
... More
Road D
86.25
-
219.45
... More
ROAD A). SUB ESTIMATE FOR RECONSTRUCTION OF RETAINING WALL AT KM 9/8 OF KANNAMANGALAM - ARNI ROAD
-
-
-
... More
ROAD D). SUB ESTIMATE FOR RECONSTRUCTION OF RETAINING WALL AT KM 2/2 OF CUDDALORE - CHITTOR ROAD TO REDDIPALAYAM ROAD
-
-
-
... More
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B including cost of all labour material ,tools,equipment and all incidental charges and sheeting, shoring, bracing and subsequent removal, removal of all logs stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning up the site and disposal of all other surplus materials etc., completer as per relevant standard specification for FOUNDATION of retaining wall as per 304 & 305 MORT&H Specification
-
-
-
... More
Road A
45
-
73.1
... More
Road D
99
-
73.1
... More
Vibrated Cement Concrete Nominal mix 1:4:8 using 40mm ISS size HBG metal including cost and conveyance of all materials to work site cost of cement at site including cost of soft water, labour charges for mixing , tranporting , laying , curing working at depths , tools and pants and maintaining of protective bunds , cofferdams , shoring , strutting etc., complete as per standard specifcation for foundation of retaining wall as per 1000,1500,1700,2100 of MORTH Specification
-
-
-
... More
Road A
9
-
3635.5
... More
Road D
19.8
-
3690.6
... More
Vibrated Cement Concrete M15 Grade nominal mix using 40mm and below ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site including cost of cement including cost of labour charges for form work and centering , labour charges for mixing, transporting, laying , compacting, finishing and curing , watering with all lead for soft potable water including all incidental charges etc., complete for below and above ground level of CC retaining wall as per 1000,1500,1700,2100,2200 of MORTH specification
-
-
-
... More
Road A
39.3
-
6575
... More
Road D
84.48
-
6591
... More
Filling of Well gravel including cost of conveyance of gravel from approved quarry site including cost and coveyance , labour charges for sectiong, levelling ,compacting , watering and ramming including all tools and plants labour for filliong etc., complete as per standard specification for filling behind the retaining wall as per MORT&H Rev V Specificaion NO 309.
-
-
-
... More
Road A
15.6
-
192.7
... More
Road D
33
-
192.7
... More
Providing andf fixing 6mm bitumen felt expansion joint including cost and conveyance of all materilas to site including labour charges for fixing etc completed as per as per MORT&H Rev. V specifications No.100,1000,2600.
-
-
-
... More
Road A
6.8
-
300
... More
Road D
20.4
-
300
... More
Providing and fixing PVC seepage pipes of 110mm dia at 1.0 m c/c both ways to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite and labour charges for fixing, etc. complete Shed Item Sl.No.:348J
-
-
-
... More
Road A
8
-
172.8
... More
Road D
9.6
-
172.8
... More
Upkeeping of Roads for 1st Year
Providing and laying of Carted Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers.
-
-
-
... More
Road F
270.6
-
148.48
... More
Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Earthern Drain
-
-
-
... More
Road A
253.5
-
73.1
... More
Road E
1126.5
-
73.1
... More
Road G
445.5
-
73.1
... More
Road H
394.5
-
73.1
... More
Road I
319.5
-
73.1
... More
Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.
-
-
-
... More
Road A
3114
-
3.9
... More
Road E
15894
-
3.9
... More
Road F
4775.4
-
3.9
... More
Road G
5256
-
3.9
... More
Road H
3789
-
3.9
... More
Road I
5706
-
3.9
... More
Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers.
-
-
-
... More
Road A
4
-
700
... More
Road E
18
-
700
... More
Road F
12
-
700
... More
Road G
6
-
700
... More
Road H
2
-
700
... More
Road I
6
-
700
... More
Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
5.71
-
122
... More
Road E
14.87
-
122
... More
Road F
11.15
-
122
... More
Road G
4.51
-
122
... More
Road H
2.3
-
122
... More
Road I
4.51
-
122
... More
Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
79.14
-
23
... More
Road E
229.47
-
23
... More
Road F
142.32
-
23
... More
Road G
61.02
-
23
... More
Road H
7.7
-
23
... More
Road I
64.28
-
23
... More
White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A White Banding
116.45
-
23
... More
Road A Black Banding
58.23
-
119.4
... More
Road E White Banding
76.75
-
23
... More
Road E Black Banding
38.38
-
119.4
... More
Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.
-
-
-
... More
Road A Lettering 5 to 10 CM
307
-
4.58
... More
Road A Lettering 10 to 15 CM
18
-
7.63
... More
Road E Lettering 5 to 10 CM
715
-
4.58
... More
Road E Lettering 10 to 15 CM
64
-
7.63
... More
Road F Lettering 5 to 10 CM
457
-
4.58
... More
Road F Lettering 10 to 15 CM
58
-
7.63
... More
Road G Lettering 5 to 10 CM
212
-
4.58
... More
Road G Lettering 10 to 15 CM
22
-
7.63
... More
Road H Lettering 5 to 10 CM
91
-
4.58
... More
Road H Lettering 10 to 15 CM
16
-
7.63
... More
Road I Lettering 5 to 10 CM
207
-
4.58
... More
Road I Lettering 10 to 15 CM
22
-
7.63
... More
Upkeeping of Roads for 2nd Year Providing and laying of Carted Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers.
-
-
-
... More
Road F
270.6
-
148.48
... More
Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Earthern Drain
-
-
-
... More
Road A
253.5
-
73.1
... More
Road E
1126.5
-
73.1
... More
Road G
445.5
-
73.1
... More
Road H
394.5
-
73.1
... More
Road I
319.5
-
73.1
... More
Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.
-
-
-
... More
Road A
3114
-
3.9
... More
Road E
15894
-
3.9
... More
Road F
4775.4
-
3.9
... More
Road G
5256
-
3.9
... More
Road H
3789
-
3.9
... More
Road I
5706
-
3.9
... More
Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers.
-
-
-
... More
Road A
4
-
700
... More
Road E
18
-
700
... More
Road F
12
-
700
... More
Road G
6
-
700
... More
Road H
2
-
700
... More
Road I
6
-
700
... More
Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
5.71
-
122
... More
Road E
14.87
-
122
... More
Road F
11.15
-
122
... More
Road G
4.51
-
122
... More
Road H
2.3
-
122
... More
Road I
4.51
-
122
... More
Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
79.14
-
23
... More
Road E
229.47
-
23
... More
Road F
142.32
-
23
... More
Road G
61.02
-
23
... More
Road H
7.7
-
23
... More
Road I
64.28
-
23
... More
White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A White Banding
116.45
-
23
... More
Road A Black Banding
58.23
-
119.4
... More
Road E White Banding
76.75
-
23
... More
Road E Black Banding
38.38
-
119.4
... More
Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.
-
-
-
... More
Road A Lettering 5 to 10 CM
307
-
4.58
... More
Road A Lettering 10 to 15 CM
18
-
7.63
... More
Road E Lettering 5 to 10 CM
715
-
4.58
... More
Road E Lettering 10 to 15 CM
64
-
7.63
... More
Road F Lettering 5 to 10 CM
457
-
4.58
... More
Road F Lettering 10 to 15 CM
58
-
7.63
... More
Road G Lettering 5 to 10 CM
212
-
4.58
... More
Road G Lettering 10 to 15 CM
22
-
7.63
... More
Road H Lettering 5 to 10 CM
91
-
4.58
... More
Road H Lettering 10 to 15 CM
16
-
7.63
... More
Road I Lettering 5 to 10 CM
207
-
4.58
... More
Road I Lettering 10 to 15 CM
22
-
7.63
... More
Upkeeping of Roads for 3rd Year Providing and laying of Carted Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers.
-
-
-
... More
Road F
270.6
-
148.48
... More
Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Earthern Drain
-
-
-
... More
Road A
253.5
-
73.1
... More
Road E
1126.5
-
73.1
... More
Road G
445.5
-
73.1
... More
Road H
394.5
-
73.1
... More
Road I
319.5
-
73.1
... More
Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.
-
-
-
... More
Road A
3114
-
3.9
... More
Road E
15894
-
3.9
... More
Road F
4775.4
-
3.9
... More
Road G
5256
-
3.9
... More
Road H
3789
-
3.9
... More
Road I
5706
-
3.9
... More
Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers.
-
-
-
... More
Road A
4
-
700
... More
Road E
18
-
700
... More
Road F
12
-
700
... More
Road G
6
-
700
... More
Road H
2
-
700
... More
Road I
6
-
700
... More
Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
5.71
-
122
... More
Road E
14.87
-
122
... More
Road F
11.15
-
122
... More
Road G
4.51
-
122
... More
Road H
2.3
-
122
... More
Road I
4.51
-
122
... More
Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
79.14
-
23
... More
Road E
229.47
-
23
... More
Road F
142.32
-
23
... More
Road G
61.02
-
23
... More
Road H
7.7
-
23
... More
Road I
64.28
-
23
... More
White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A White Banding
116.45
-
23
... More
Road A Black Banding
58.23
-
119.4
... More
Road E White Banding
76.75
-
23
... More
Road E Black Banding
38.38
-
119.4
... More
Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.
-
-
-
... More
Road A Lettering 5 to 10 CM
307
-
4.58
... More
Road A Lettering 10 to 15 CM
18
-
7.63
... More
Road E Lettering 5 to 10 CM
715
-
4.58
... More
Road E Lettering 10 to 15 CM
64
-
7.63
... More
Road F Lettering 5 to 10 CM
457
-
4.58
... More
Road F Lettering 10 to 15 CM
58
-
7.63
... More
Road G Lettering 5 to 10 CM
212
-
4.58
... More
Road G Lettering 10 to 15 CM
22
-
7.63
... More
Road H Lettering 5 to 10 CM
91
-
4.58
... More
Road H Lettering 10 to 15 CM
16
-
7.63
... More
Road I Lettering 5 to 10 CM
207
-
4.58
... More
Road I Lettering 10 to 15 CM
22
-
7.63
... More
Upkeeping of Roads for 4th Year Providing and laying of Carted Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers.
-
-
-
... More
Road F
270.6
-
148.48
... More
Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Earthern Drain
-
-
-
... More
Road A
253.5
-
73.1
... More
Road E
1126.5
-
73.1
... More
Road G
445.5
-
73.1
... More
Road H
394.5
-
73.1
... More
Road I
319.5
-
73.1
... More
Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.
-
-
-
... More
Road A
3114
-
3.9
... More
Road E
15894
-
3.9
... More
Road F
4775.4
-
3.9
... More
Road G
5256
-
3.9
... More
Road H
3789
-
3.9
... More
Road I
5706
-
3.9
... More
Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers.
-
-
-
... More
Road A
4
-
700
... More
Road E
18
-
700
... More
Road F
12
-
700
... More
Road G
6
-
700
... More
Road H
2
-
700
... More
Road I
6
-
700
... More
Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
5.71
-
122
... More
Road E
14.87
-
122
... More
Road F
11.15
-
122
... More
Road G
4.51
-
122
... More
Road H
2.3
-
122
... More
Road I
4.51
-
122
... More
Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A
79.14
-
23
... More
Road E
229.47
-
23
... More
Road F
142.32
-
23
... More
Road G
61.02
-
23
... More
Road H
7.7
-
23
... More
Road I
64.28
-
23
... More
White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
... More
Road A White Banding
116.45
-
23
... More
Road A Black Banding
58.23
-
119.4
... More
Road E White Banding
76.75
-
23
... More
Road E Black Banding
38.38
-
119.4
... More
Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.
-
-
-
... More
Road A Lettering 5 to 10 CM
307
-
4.58
... More
Road A Lettering 10 to 15 CM
18
-
7.63
... More
Road E Lettering 5 to 10 CM
715
-
4.58
... More
Road E Lettering 10 to 15 CM
64
-
7.63
... More
Road F Lettering 5 to 10 CM
457
-
4.58
... More
Road F Lettering 10 to 15 CM
58
-
7.63
... More
Road G Lettering 5 to 10 CM
212
-
4.58
... More
Road G Lettering 10 to 15 CM
22
-
7.63
... More
Road H Lettering 5 to 10 CM
91
-
4.58
... More
Road H Lettering 10 to 15 CM
16
-
7.63
... More
Road I Lettering 5 to 10 CM
207
-
4.58
... More
Road I Lettering 10 to 15 CM
22
-
7.63
... More
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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces
-
-
-
... More
Road A
315
-
16.6
... More
Road E
1050
-
16.6
... More
Road F
540
-
16.6
... More
Road G
202.5
-
16.6
... More
Road H
157.5
-
16.6
... More
Road I
202.5
-
16.6
... More
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,to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II
-
-
-
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Road A
12.6
-
7645.9
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Road E
31.5
-
7645.9
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Road F
16.2
-
7645.9
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Road G
6.08
-
7645.9
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Road H
4.73
-
7645.9
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Road I
6.08
-
7645.9
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Upkeeping of Roads for 5th Year Providing and laying of Carted Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers.
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-
-
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Road F
270.6
-
148.48
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Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Earthern Drain
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-
-
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Road A
253.5
-
73.1
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Road E
1126.5
-
73.1
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Road G
445.5
-
73.1
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Road H
394.5
-
73.1
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Road I
319.5
-
73.1
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Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.
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-
-
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Road A
3114
-
3.9
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Road E
15894
-
3.9
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Road F
4775.4
-
3.9
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Road G
5256
-
3.9
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Road H
3789
-
3.9
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Road I
5706
-
3.9
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Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers.
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-
-
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Road A
4
-
700
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Road E
18
-
700
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Road F
12
-
700
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Road G
6
-
700
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Road H
2
-
700
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Road I
6
-
700
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Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
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-
-
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Road A
5.71
-
122
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Road E
14.87
-
122
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Road F
11.15
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122
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Road G
4.51
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122
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Road H
2.3
-
122
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Road I
4.51
-
122
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Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.
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-
-
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Road A
79.14
-
23
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Road E
229.47
-
23
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Road F
142.32
-
23
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Road G
61.02
-
23
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Road H
7.7
-
23
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Road I
64.28
-
23
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White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers.
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-
-
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Road A White Banding
116.45
-
23
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Road A Black Banding
58.23
-
119.4
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Road E White Banding
76.75
-
23
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Road E Black Banding
38.38
-
119.4
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Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer.
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-
-
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Road A Lettering 5 to 10 CM
307
-
4.58
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Road A Lettering 10 to 15 CM
18
-
7.63
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Road E Lettering 5 to 10 CM
715
-
4.58
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Road E Lettering 10 to 15 CM
64
-
7.63
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Road F Lettering 5 to 10 CM
457
-
4.58
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Road F Lettering 10 to 15 CM
58
-
7.63
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Road G Lettering 5 to 10 CM
212
-
4.58
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Road G Lettering 10 to 15 CM
22
-
7.63
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Road H Lettering 5 to 10 CM
91
-
4.58
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Road H Lettering 10 to 15 CM
16
-
7.63
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Road I Lettering 5 to 10 CM
207
-
4.58
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Road I Lettering 10 to 15 CM
22
-
7.63
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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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces
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-
-
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Road A
525
-
16.6
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Road E
1750
-
16.6
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Road F
900
-
16.6
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Road G
337.5
-
16.6
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Road H
262.5
-
16.6
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Road I
337.5
-
16.6
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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, to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II
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-
-
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Road A
21
-
7645.9
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Road E
52.5
-
7645.9
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Road F
27
-
7645.9
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Road G
10.13
-
7645.9
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Road H
7.88
-
7645.9
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Road I
10.13
-
7645.9
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
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Basic cost of value put to tender as per estimate
1
-
-
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Add GST at 12%
1
-
-
... More
Total Value put to Tender
1
-
-
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Quoted value
1
-
-
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Final Quoted Value
1
-
-
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Add GST at 12% of Final Quoted Value
1
-
-
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Total Value of Contract Including 12% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
-
-
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Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
-
-
-
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