Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date
6 Sep 2019Closing Date
9 Oct 2019Tender Amount
₹ 6,40,69,413Costs
EMD
₹ 3,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package-25, Thanjavur Division Cridp 2019-20
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_136498_5Bid Award Id
ViewTender No
TN.No.06 2019-20 THANJAVURTender 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
Road C
1673.4
-
12.99
Road D
250
-
12.99
Road F
206.25
-
12.99
Road G
200
-
12.99
Excavation including removal and satisfactory disposal of all materials 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 Vth Rev., 111, 112 & 201
a) box cutting for widening portion
-
-
-
Road A
423.5
-
73.1
Road B
406
-
73.1
Road C
765.92
-
73.1
Road D
2171.76
-
73.1
Road E
2864.53
-
73.1
Collection and supply of Carted earth including excavation removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation of embankment with 97% Compaction.
-
-
-
Road E
1490.5
-
197.37
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 and complete as per clause 401 in accordance with standard specifications for grading-III as per MORTH Vth Rev., 111, 112, 401 & 900.
-
-
-
Road D
420.46
-
2188.78
Road E
278.11
-
2193.18
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 and complete as per clause 401 in accordance with standard specifications for grading-V as per MORTH Vth Rev., 111, 112, 401 & 900.
-
-
-
Road A
266
-
2105.78
Road B
266
-
2118.98
Road C
485.23
-
2123.38
Road D
555.13
-
2096.98
Road E
333.73
-
2101.38
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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900
-
-
-
Road A
762.5
-
2420.05
Road B
800
-
2420.05
Road C
1203.95
-
2420.05
Road D
1197.83
-
2420.05
Road E
766.07
-
2420.05
Road F
61.88
-
2420.05
Road G
60
-
2420.05
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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900
-
-
-
Road A
4400
-
61.21
Road B
4400
-
61.2
Road C
7369.56
-
61.2
Road D
4955.4
-
61.21
Road E
2797.6
-
61.21
Road F
618.75
-
61.18
Road G
600
-
61.19
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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
-
-
-
Road A
4400
-
11.96
Road B
4400
-
11.96
Road C
7369.56
-
11.96
Road D
4955.4
-
11.96
Road E
2797.6
-
11.96
Road F
618.75
-
11.95
Road G
600
-
11.95
Advance BT patch work to an average thickness of 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900.
-
-
-
Road D
17.27
-
3536.2
Road E
13.58
-
3527.74
Road F
23.03
-
3492.56
Road G
22.32
-
3470.12
Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
-
-
-
Road D
8238
-
16.81
Road E
5959.5
-
16.81
Road F
4631.25
-
16.81
Road G
4650
-
16.81
Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II ) as per MORTH No. 111, 112, 501, 505 & 900
-
-
-
Road A
220
-
8423.58
Road B
220
-
8423.58
Road C
368.2
-
8423.58
Road D
296.87
-
8423.58
Road E
167.18
-
8423.58
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900
-
-
-
Road F
52.5
-
7228.1
Road G
52.5
-
7228.1
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job 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 tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II
-
-
-
Road A
132
-
9006.43
Road B
132
-
9006.43
Road C
219.81
-
9006.43
Road D
395.57
-
9006.43
Road E
262.71
-
9006.43
Road F
157.5
-
9006.43
Road G
157.5
-
9006.43
Refilling with excavated earth for filling in layers, not exceeding limits including watering consolidation by power roller rolling including all labour charges and incidental charges etc., complete as directed by the Engineer.as per MORTH Vth Rev., 111, 112, 301, 304, 305, 2907
-
-
-
Road A
423.5
-
17.92
Road B
406
-
17.92
Road C
765.92
-
17.92
Road D
2171.76
-
17.92
Road E
2864.53
-
17.92
Collection and supply of Gravel including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900
-
-
-
Road A
240
-
675.16
Road B
210
-
675.16
Road C
315
-
664.65
Road D
110
-
664.76
Road E
463.5
-
644.61
Road F
230.8
-
612.89
Road G
232
-
566.31
Providing RCC M15 grade Precast KM stone of standard design as per IRC8-1980 and fixing in position in pedetal including painting,printing etc., complete (as per MORT & H specification NO.804)
-
-
-
Road A
1
-
2718.8
Road B
1
-
2724.11
Road C
1
-
2725.88
Road D
2
-
2715.85
Road E
1
-
2709.94
Road F
1
-
2708.17
Road G
2
-
2702.27
Providing RCC M15 grade Precast HM stone of standard design as per IRC8-1980 and fixing in position in pedetal including painting,printing etc., complete (as per MORT & H specification NO.804)
-
-
-
Road A
3
-
660.28
Road B
4
-
661.43
Road C
5
-
661.81
Road D
10
-
659.64
Road E
7
-
658.36
Road F
6
-
657.98
Road G
7
-
656.7
CULVERTS & RETAINING WALL
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.
a) Dismantling brick masonry/ stone masonry
MORTH 111 112 202
-
-
-
Road C
48.8
-
168
Road D
32.32
-
168
Road E
44.1
-
168
Earth work 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 deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for FOUNDATION
-
-
-
Road C
95.94
-
146.2
Road D
55.53
-
146.2
Road E ( 125.28+84.00)
209.28
-
146.2
Vibrated Cement Concrete M 15 Nominal mix using 40mm ISS size hard broken granite metal and using M- Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Below sill Level as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Road C
8.57
-
5942
Road D
19.81
-
6037
Road E
26.28
-
5637
Vibrated Cement Concrete M 20 grade mix (Nominal mix) using 40mm HBG metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Foundation of Retaining wall (below sill level) as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Road C
28.79
-
6318
Road E
16.8
-
5729
Vibrated Cement Concrete M 20 Nominal mix using 40mm ISS size hard broken granite metal and using M- Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Body wall of culverts and Retaining wall Above sill Level as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Road C
52.4
-
7506
Road D
28.61
-
7387
Road E
160.03
-
7385.17
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for BASE SLAB, STEM AND TOP SLAB OF Box culvert
-
-
-
Road C
132.1
-
9334
Road D
71.8
-
9387
Road E
119.61
-
9575
Providing and fixing seepage pipes of 110 mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., complete as per drain the backfill -1 No.
-
-
-
Road E
80
-
200
Supply and fabrication of (HYSD) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
Road C
10.56
-
69850
Road D
5.7
-
69850
Road E
6.84
-
69850
Vibrated cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal and using M- Sand including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB.
-
-
-
Road C
91.72
-
560
Road D
55.94
-
546.7
Road E
70.98
-
544.9
Vibrated reinforced cement concrete M40 (Design mix) using crushed ISS, hard broken granite graded metal 20mm and below including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting curing, including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for CRASH BARRIER.
-
-
-
Road C
20.2
-
3294
Filling with clean good gritty gravel including cost and conveyance of materials to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete and as directed by the departmental officers for filling around the pipe as per MORTH Vth Rev., 305 & 2907
-
-
-
Road E ( 11.20+ 112.50 )
123.7
-
638.01
Quarry Dust Filling around the pipes in between the body wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev., 2907 For Pipe Culvert
-
-
-
Road C
52.31
-
621.22
Road D
33.8
-
600.87
Road E
52.62
-
588.6
Collection and supply of Carted earth including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for Diversion Road in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900
-
-
-
Road C
375.8
-
197.37
Road D
578.6
-
197.37
Road E (16.80+394.50)
411.3
-
197.37
Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for Pipe culvert and diversion
-
-
-
Road C
15
-
3700
Road D
7.5
-
3700
Road E
22.5
-
3700
Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900
-
-
-
Road C
15
-
197
Road D
7.5
-
197
Road E
22.5
-
197
Upkeeping Component
-
-
-
Collection and supply of US gravel including cost and conveyance to worksite and stacking them into road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms. as per MORTH Vth Rev., 111, 112, 401, 408, 900 ( Twice times per year)
-
-
-
Second Year
-
-
-
Road A
101
-
581.38
Road B
86
-
581.38
Road C
205
-
574.33
Road D
355
-
574.33
Road E
154
-
559.76
Road F
167
-
529.68
Road G
176.5
-
492.08
Third Year
-
-
-
Road A
101
-
581.38
Road B
86
-
581.38
Road C
205
-
574.33
Road D
355
-
574.33
Road E
154
-
559.76
Road F
167
-
529.68
Road G
176.5
-
492.08
Fourth Year
-
-
-
Road A
101
-
581.38
Road B
86
-
581.38
Road C
205
-
574.33
Road D
355
-
574.33
Road E
154
-
559.76
Road F
167
-
529.68
Road G
176.5
-
492.08
Fifth Year
-
-
-
Road A
101
-
581.38
Road B
86
-
581.38
Road C
205
-
574.33
Road D
355
-
574.33
Road E
154
-
559.76
Road F
167
-
529.68
Road G
176.5
-
492.08
Clearing the Light jungles including weeding out shrubs bushes, vegetables, growth etc,as per spcifications and directions of Engineer in charge.
-
-
-
First Year
-
-
-
Road A
1212
-
3.9
Road B
1290
-
3.9
Road C
3075
-
3.9
Road D
5325
-
3.9
Road E
2310
-
3.9
Road F
2505
-
3.9
Road G
2647.5
-
3.9
Second Year
-
-
-
Road A
1212
-
3.9
Road B
1290
-
3.9
Road C
3075
-
3.9
Road D
5325
-
3.9
Road E
2310
-
3.9
Road F
2505
-
3.9
Road G
2647.5
-
3.9
Third Year
-
-
-
Road A
1212
-
3.9
Road B
1290
-
3.9
Road C
3075
-
3.9
Road D
5325
-
3.9
Road E
2310
-
3.9
Road F
2505
-
3.9
Road G
2647.5
-
3.9
Fourth Year
-
-
-
Road A
1212
-
3.9
Road B
1290
-
3.9
Road C
3075
-
3.9
Road D
5325
-
3.9
Road E
2310
-
3.9
Road F
2505
-
3.9
Road G
2647.5
-
3.9
Fifth Year
-
-
-
Road A
1212
-
3.9
Road B
1290
-
3.9
Road C
3075
-
3.9
Road D
5325
-
3.9
Road E
2310
-
3.9
Road F
2505
-
3.9
Road G
2647.5
-
3.9
Provision for engaging JCB for Clearing the vent way of CD works, and minor Bridges, clearing storm water drains and removing debris along roadside during urgent periods.
-
-
-
First Year
-
-
-
Road A
2
-
700
Road B
2
-
700
Road C
6
-
700
Road D
2
-
700
Road E
10
-
700
Road F
8
-
700
Road G
8
-
700
Second Year
-
-
-
Road A
2
-
700
Road B
2
-
700
Road C
6
-
700
Road D
2
-
700
Road E
10
-
700
Road F
8
-
700
Road G
8
-
700
Third Year
-
-
-
Road A
2
-
700
Road B
2
-
700
Road C
6
-
700
Road D
2
-
700
Road E
10
-
700
Road F
8
-
700
Road G
8
-
700
Fourth Year
-
-
-
Road A
2
-
700
Road B
2
-
700
Road C
6
-
700
Road D
2
-
700
Road E
10
-
700
Road F
8
-
700
Road G
8
-
700
Fifth Year
-
-
-
Road A
2
-
700
Road B
2
-
700
Road C
6
-
700
Road D
2
-
700
Road E
10
-
700
Road F
8
-
700
Road G
8
-
700
Painting with Plastic Enamel paint over the existing boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, cautionary board and Sign board etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
-
-
-
First Year
-
-
-
Road A
0.97
-
158.1
Road B
0.99
-
158.1
Road C
2.23
-
158.1
Road D
1.85
-
158.1
Road E
4.5
-
158.1
Road F
2.93
-
158.1
Road G
2.93
-
158.1
Second Year
-
-
-
Road A
3.13
-
158.1
Road B
3.51
-
158.1
Road C
5.47
-
158.1
Road D
7.61
-
158.1
Road E
8.1
-
158.1
Road F
6.17
-
158.1
Road G
7.61
-
158.1
Third Year
-
-
-
Road A
3.13
-
158.1
Road B
3.51
-
158.1
Road C
5.47
-
158.1
Road D
7.61
-
158.1
Road E
8.1
-
158.1
Road F
6.17
-
158.1
Road G
7.61
-
158.1
Fourth Year
-
-
-
Road A
3.13
-
158.1
Road B
3.51
-
158.1
Road C
5.47
-
158.1
Road D
7.61
-
158.1
Road E
8.1
-
158.1
Road F
6.17
-
158.1
Road G
7.61
-
158.1
Fifth Year
-
-
-
Road A
3.13
-
158.1
Road B
3.51
-
158.1
Road C
5.47
-
158.1
Road D
7.61
-
158.1
Road E
8.1
-
158.1
Road F
6.17
-
158.1
Road G
7.61
-
158.1
White washing over the existing Culverts, Parapet and minor bridge including cost of materials and labour charges etc, complete.
-
-
-
First Year
-
-
-
Road A
23.09
-
22.78
Road B
26.68
-
22.78
Road C
45.36
-
22.78
Road D
88.31
-
22.78
Road E
94.66
-
22.78
Road F
44.88
-
22.78
Road G
47.13
-
22.78
Second Year
-
-
-
Road A
23.09
-
22.78
Road B
26.68
-
22.78
Road C
45.36
-
22.78
Road D
88.31
-
22.78
Road E
94.66
-
22.78
Road F
44.88
-
22.78
Road G
47.13
-
22.78
Third Year
-
-
-
Road A
23.09
-
22.78
Road B
26.68
-
22.78
Road C
45.36
-
22.78
Road D
88.31
-
22.78
Road E
94.66
-
22.78
Road F
44.88
-
22.78
Road G
47.13
-
22.78
Fourth Year
-
-
-
Road A
23.09
-
22.78
Road B
26.68
-
22.78
Road C
45.36
-
22.78
Road D
88.31
-
22.78
Road E
94.66
-
22.78
Road F
44.88
-
22.78
Road G
47.13
-
22.78
Fifth Year
-
-
-
Road A
23.09
-
22.78
Road B
26.68
-
22.78
Road C
45.36
-
22.78
Road D
88.31
-
22.78
Road E
94.66
-
22.78
Road F
44.88
-
22.78
Road G
47.13
-
22.78
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
-
-
-
First Year
-
-
-
Road A
7.33
-
135
Road B
9.27
-
135
Road C
8.28
-
135
Road D
39.36
-
135
Road E
26.24
-
135
Road F
5.56
-
135
Road G
6.69
-
135
Second Year
-
-
-
Road A
7.33
-
135
Road B
9.27
-
135
Road C
8.28
-
135
Road D
39.36
-
135
Road E
26.24
-
135
Road F
5.56
-
135
Road G
6.69
-
135
Third Year
-
-
-
Road A
7.33
-
135
Road B
9.27
-
135
Road C
8.28
-
135
Road D
39.36
-
135
Road E
26.24
-
135
Road F
5.56
-
135
Road G
6.69
-
135
Fourth Year
-
-
-
Road A
7.33
-
135
Road B
9.27
-
135
Road C
8.28
-
135
Road D
39.36
-
135
Road E
26.24
-
135
Road F
5.56
-
135
Road G
6.69
-
135
Fifth Year
-
-
-
Road A
7.33
-
135
Road B
9.27
-
135
Road C
8.28
-
135
Road D
39.36
-
135
Road E
26.24
-
135
Road F
5.56
-
135
Road G
6.69
-
135
Letterings in 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.
Lettering 5 to 10cm
-
-
-
First Year
-
-
-
Road A
95
-
6.1
Road B
96
-
6.1
Road C
255
-
6.1
Road D
134
-
6.1
Road E
460
-
6.1
Road F
338
-
6.1
Road G
338
-
6.1
Second Year
-
-
-
Road A
137
-
6.1
Road B
142
-
6.1
Road C
309
-
6.1
Road D
234
-
6.1
Road E
518
-
6.1
Road F
392
-
6.1
Road G
426
-
6.1
Third Year
-
-
-
Road A
137
-
6.1
Road B
142
-
6.1
Road C
309
-
6.1
Road D
234
-
6.1
Road E
518
-
6.1
Road F
392
-
6.1
Road G
426
-
6.1
Fourth Year
-
-
-
Road A
137
-
6.1
Road B
142
-
6.1
Road C
309
-
6.1
Road D
234
-
6.1
Road E
518
-
6.1
Road F
392
-
6.1
Road G
426
-
6.1
Fifth Year
-
-
-
Road A
137
-
6.1
Road B
142
-
6.1
Road C
309
-
6.1
Road D
234
-
6.1
Road E
518
-
6.1
Road F
392
-
6.1
Road G
426
-
6.1
Letterings in 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.
Lettering 10 to 15cm
-
-
-
First Year
-
-
-
Road A
8
-
9.15
Road B
8
-
9.15
Road C
24
-
9.15
Road D
8
-
9.15
Road E
40
-
9.15
Road F
32
-
9.15
Road G
32
-
9.15
Second Year
-
-
-
Road A
24
-
9.15
Road B
26
-
9.15
Road C
46
-
9.15
Road D
48
-
9.15
Road E
64
-
9.15
Road F
54
-
9.15
Road G
66
-
9.15
Third Year
-
-
-
Road A
24
-
9.15
Road B
26
-
9.15
Road C
46
-
9.15
Road D
48
-
9.15
Road E
64
-
9.15
Road F
54
-
9.15
Road G
66
-
9.15
Fourth Year
-
-
-
Road A
24
-
9.15
Road B
26
-
9.15
Road C
46
-
9.15
Road D
48
-
9.15
Road E
64
-
9.15
Road F
54
-
9.15
Road G
66
-
9.15
Fifth Year
-
-
-
Road A
24
-
9.15
Road B
26
-
9.15
Road C
46
-
9.15
Road D
48
-
9.15
Road E
64
-
9.15
Road F
54
-
9.15
Road G
66
-
9.15
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces
-
-
-
Fourth Year
-
-
-
Road A
90
-
16.81
Road B
90
-
16.81
Road C
157.5
-
16.81
Road D
219.38
-
16.81
Road E
180
-
16.81
Road F
157.5
-
16.81
Road G
157.5
-
16.81
Fifth Year
-
-
-
Road A
150
-
16.81
Road B
150
-
16.81
Road C
262.5
-
16.81
Road D
365.63
-
16.81
Road E
300
-
16.81
Road F
262.5
-
16.81
Road G
262.5
-
16.81
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) 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
-
-
-
Fourth Year
-
-
-
Road A
2.7
-
9006.43
Road B
2.7
-
9006.43
Road C
4.73
-
9006.43
Road D
6.58
-
9006.43
Road E
5.4
-
9006.43
Road F
4.73
-
9006.43
Road G
4.73
-
9006.43
Fifth Year
-
-
-
Road A
4.5
-
9006.43
Road B
4.5
-
9006.43
Road C
7.88
-
9006.43
Road D
10.97
-
9006.43
Road E
9
-
9006.43
Road F
7.88
-
9006.43
Road G
7.88
-
9006.43
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
58770700
Add GST at 12%
1
-
7052484
Total Value put to Tender
1
-
65823184
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 12% of Final Negotiated Value
1
-
-
Total Value of Contract Including 12% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
-
Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
-
-
-
Evaluation Notes How It Works ?
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