Highways Department Tender
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Highways Department Tender
Road Construction
Eprocure
Opening Date8 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 26,71,70,000
Costs
EMD
₹ 13,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Two Lane To Four Lane And Strengthening At Km 92 9 98 0 Of Ramanathapuram Nainarkoil Andakudi Elayankudi Sivagangai Melur Road Sh 34
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
2024_HWAY_499814_1Tender No
MDU No 120 TN No 26 2024 25 HDO Dated 29 10 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and sidde drains in accordance with the specification and the line, grades and cross sections shown in the drawings or as indicated by the Engineer as per SS 20B for box cutting of widerning portion MORTH 111,112,301 to 305
-
-
-
Road A
24869
146
3651763.96
Road A (Junction Improvements)
610.16
146
89595.89
Road A (Bus Lay Bay)
618.02
146
90750.06
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
-
-
-
Road A
24869
26
662510.16
Granular Sub-base with Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
Road A
6007
2269
13630784.05
Road A Box Culvert 93/6
24.38
2269
55321.88
Road A (Junction Improvements)
174.99
2269
397078.56
Road A (Bus Lay Bay)
146.25
2269
331863.19
Granular Sub-base with Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
Road A
4621
2359
10904173.7
Road A Box Culvert 93/6
18.75
2359
44244.38
Road A (Junction Improvements)
85.25
2359
201164.43
Road A (Bus Lay Bay)
120
2359
283164
Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base / Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5)
-
-
-
Road A
14183
2366
33564494.99
Road A Box Culvert 93/6
46.88
2366
110942.93
Road A (Junction Improvements)
320.07
2366
757455.26
Road A (Bus Lay Bay)
300
2366
709959
Prime coat - Providing and laying PrimeCoat over WBM/ WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5..
-
-
-
Road A
57561
81
4696401.99
Road A (Junction Improvements)
1272.83
81
103850.2
Road A (Bus Lay Bay)
1200
81
97908
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
Road A
57561
18
1082146.8
Road A (Junction Improvements)
1272.83
18
23929.2
Road A (Bus Lay Bay)
1200
18
22560
Tack coat - Providing and layingTackCoat overWBM/ WMM surface (treated with primer) using 0.20Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
-
-
-
Road A
17935
27
484962.4
Road A (Junction Improvements)
1269.13
27
34317.28
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 13.20mm, 0.25 cum of 13.20 -2.36 mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min there quired temperature in Central Hot Mix Plant 20-30 toncapacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending topaver at site etc., including hire and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks,Paver Finisher, Vibratory rollers andall other tools andplant required, includingall other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
-
-
-
Road A
4893
10144
49639142.49
Road A (Junction Improvements)
42.3
10144
429130.54
Road A (Bus Lay Bay)
60
10144
608695.8
Bituminous Macadam -Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks,Paver Finisher,Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
-
-
-
Road A
1126
9378
10559740.6
Road A (Junction Improvements)
102.24
9378
958816.94
Bituminous Concrete - rovidingandlaying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10s qm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature andmixing themin required temperature incentral hotmixplant20-30 toncapacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniformthickness of 40mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory to th erequired densityetc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30tCMPwithbitumenboiler, tipper trucks, Paver Finisher,Vibratory roller and all other tools and plant required, including fuel andall other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Road A
3020
11767
35538846.6
Road A (Junction Improvements)
142.58
11767
1677857.2
Road A (Bus Lay Bay)
48
11767
564855.84
Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.
-
-
-
Road A (Centre Median)
9922.62
490
4863274.51
Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures,spread,greaded and compacted as per CL:407 of MORTH
-
-
-
Road A (Centre Median)
1932.71
42
82816.62
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)
-
-
-
Road A Box Culvert 93/4
0.9
486
437.58
Road A Box Culvert 93/6
18.32
486
8907.18
Road A Box Culvert 93/8
2.51
486
1220.36
Road A Box Culvert 93/10(ii)
1.17
486
568.85
Road A Box Culvert 94/8
1.23
486
598.03
Road A Box Culvert 95/2
0.4
486
194.48
Road A Box Culvert 95/8
1.35
486
656.37
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
-
-
-
Road A Box Culvert 93/4
62.95
290
18255.5
Road A Box Culvert 93/6
283.65
290
82258.5
Road A Box Culvert 93/8
66.79
290
19369.1
Road A Box Culvert 93/10(ii)
66.79
290
19369.1
Road A Box Culvert 94/8
66.79
290
19369.1
Road A Box Culvert 95/2
62.95
290
18255.5
Road A Box Culvert 95/8
62.95
290
18255.5
Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT
-
-
-
Road A Box Culvert 93/4
11.97
6132
73400.04
Road A Box Culvert 93/6
18.05
6119
110447.95
Road A Box Culvert 93/8
10.15
6119
62107.85
Road A Box Culvert 93/10(ii)
10.15
6119
62107.85
Road A Box Culvert 94/8
10.15
6105
61965.75
Road A Box Culvert 95/2
11.97
6105
73076.85
Road A Box Culvert 95/8
11.7
6105
71428.5
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL
-
-
-
Road A Box Culvert 93/4
18.92
12466
235856.72
Road A Box Culvert 93/6
76.88
12347
949237.36
Road A Box Culvert 93/8
22.5
12336
277560
Road A Box Culvert 93/10(ii)
22.5
12336
277560
Road A Box Culvert 94/8
22.5
12322
277245
Road A Box Culvert 95/2
20.97
12939
271330.83
Road A Box Culvert 95/8
20.97
12939
271330.83
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 Section 2706 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Box Culvert 93/4
1.88
95610
179938.02
Road A Box Culvert 93/6
5.49
95610
524803.29
Road A Box Culvert 93/8
1.66
95610
159095.04
Road A Box Culvert 93/10(ii)
1.66
95610
159095.04
Road A Box Culvert 94/8
1.66
95610
159095.04
Road A Box Culvert 95/2
1.67
95610
159955.53
Road A Box Culvert 95/8
1.69
95610
161198.46
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS
-
-
-
Road A Box Culvert 93/4
46.79
8065
377361.35
Road A Box Culvert 93/6
76.69
7855
602399.95
Road A Box Culvert 93/8
76.69
7855
602399.95
Road A Box Culvert 93/10(ii)
76.69
7855
602399.95
Road A Box Culvert 94/8
76.69
7841
601326.29
Road A Box Culvert 95/2
55.62
8011
445571.82
Road A Box Culvert 95/8
55.62
8011
445571.82
Vibrated cement Concrete M30 design mix using ISS 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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Box Culvert 93/4
14.6
670
9795.14
Road A Box Culvert 93/6
50.18
669
33615.58
Road A Box Culvert 93/8
11.18
669
7489.48
Road A Box Culvert 93/10(ii)
11.18
669
7489.48
Road A Box Culvert 94/8
11.18
668
7477.18
Road A Box Culvert 95/2
14.6
668
9764.48
Road A Box Culvert 95/8
14.6
668
9764.48
Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Road A Box Culvert 93/4
6.66
1369
9117.54
Road A Box Culvert 93/6
47.97
1359
65191.23
Road A Box Culvert 93/8
14.59
1359
19827.81
Road A Box Culvert 93/10(ii)
14.59
1359
19827.81
Road A Box Culvert 94/8
14.59
1349
19681.91
Road A Box Culvert 95/2
11.78
1349
15891.22
Road A Box Culvert 95/8
11.78
1349
15891.22
Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Road A Box Culvert 93/4
26.64
343
9137.52
Road A Box Culvert 93/6
11.99
329
3944.71
Road A Box Culvert 93/8
21.87
343
7501.41
Road A Box Culvert 93/10(ii)
21.87
329
7195.23
Road A Box Culvert 94/8
21.87
329
7195.23
Road A Box Culvert 95/2
17.67
315
5566.05
Road A Box Culvert 95/8
17.67
315
5566.05
Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
-
-
-
Road A Box Culvert 93/4
8.69
192
1672.83
Road A Box Culvert 93/6
18.67
192
3593.98
Road A Box Culvert 93/8
10.27
192
1976.98
Road A Box Culvert 93/10(ii)
10.27
192
1976.98
Road A Box Culvert 94/8
10.28
192
1978.9
Road A Box Culvert 95/2
9.21
192
1772.93
Road A Box Culvert 95/8
8.96
192
1724.8
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and sidde drains in accordance with the specification and the line, grades and cross sections shown in the drawings or as indicated by the Engineer as per SS 20B for box cutting of widerning portion MORTH 111,112,301 to 305
-
-
-
Road A Box Culvert 93/6
165
196
32500.05
Supply of NP3 Class RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including oading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications
-
-
-
Road A Box Culvert 93/6
15
4276
64152
Hoisting and fixing of NP3 Class RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers, as per standard specifications.
-
-
-
Road A Box Culvert 93/6
15
266
3993
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC M20 grade Hume Pipe Bed)
-
-
-
Road A Slab Culvert 93/10
4
486
1944.8
Road A Slab Culvert 95/2
5.89
486
2863.72
Road A Slab Culvert 95/6
5.89
486
2863.72
Road A Slab Culvert 96/6
11.94
486
5805.23
Road A Slab Culvert 96/6(ii)
5.89
486
2863.72
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC)
-
-
-
Road A Slab Culvert 93/10
5.89
4308
25378.24
Road A Slab Culvert 95/2
4
4308
17234.8
Road A Slab Culvert 96/6(ii)
2
4308
8617.4
Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)
-
-
-
Road A Slab Culvert 93/10
237.66
387
91974.42
Road A Slab Culvert 95/2
140.24
387
54272.88
Road A Slab Culvert 95/6
121.58
387
47051.46
Road A Slab Culvert 96/6
141.78
387
54868.86
Road A Slab Culvert 96/6(ii)
121.58
387
47051.46
Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 93/10
13.98
6196
86620.08
Road A Slab Culvert 95/2
11.22
6196
69519.12
Road A Slab Culvert 95/6
10.12
6182
62561.84
Road A Slab Culvert 96/6
13.12
6196
81291.52
Road A Slab Culvert 96/6(ii)
10.13
6196
62765.48
Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 93/10
157.68
7122
1122996.96
Road A Slab Culvert 95/2
92.86
7238
672120.68
Road A Slab Culvert 95/6
83.8
7278
609896.4
Road A Slab Culvert 96/6
95.5
7318
698869
Road A Slab Culvert 96/6(ii)
83.8
7292
611069.6
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 93/10
63.47
9055
574720.85
Road A Slab Culvert 95/2
44.07
9172
404210.04
Road A Slab Culvert 95/6
38.76
9217
357250.92
Road A Slab Culvert 96/6
57.62
9160
527799.2
Road A Slab Culvert 96/6(ii)
38.77
9231
357885.87
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 93/10
6.08
13040
79283.2
Road A Slab Culvert 95/2
6.08
13040
79283.2
Road A Slab Culvert 95/6
6.08
13026
79198.08
Road A Slab Culvert 96/6
9.78
12619
123413.82
Road A Slab Culvert 96/6(ii)
6.11
13016
79527.76
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
-
-
-
Road A Slab Culvert 93/10
9.08
110
998.8
Road A Slab Culvert 95/2
9.08
110
998.8
Road A Slab Culvert 95/6
9.08
110
998.8
Road A Slab Culvert 96/6
17.96
110
1975.6
Road A Slab Culvert 96/6(ii)
9.08
110
998.8
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 93/10
18.18
12151
220905.18
Road A Slab Culvert 95/2
16.16
12151
196360.16
Road A Slab Culvert 95/6
9.42
12074
113737.08
Road A Slab Culvert 96/6
25.58
12236
312996.88
Road A Slab Culvert 96/6(ii)
9.43
12088
113989.84
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 93/10
3.07
18200
55874
Road A Slab Culvert 95/2
2.73
18048
49271.04
Road A Slab Culvert 95/6
1.59
18067
28726.53
Road A Slab Culvert 96/6
4.27
18328
78260.56
Road A Slab Culvert 96/6(ii)
1.59
18620
29605.8
Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 93/10
5.46
13257
72383.22
Road A Slab Culvert 95/2
5.46
13257
72383.22
Road A Slab Culvert 95/6
5.46
13243
72306.78
Road A Slab Culvert 96/6
5.46
13210
72126.6
Road A Slab Culvert 96/6(ii)
5.46
13257
72383.22
Plain Cement Concrete M15 (Nominal mix), using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100. for Approach Slab Levelling course
-
-
-
Road A Slab Culvert 93/10
8.84
6705
59272.2
Road A Slab Culvert 95/2
8.84
6705
59272.2
Road A Slab Culvert 95/6
8.84
6692
59157.28
Road A Slab Culvert 96/6
8.84
6705
59272.2
Road A Slab Culvert 96/6(ii)
8.83
6705
59205.15
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded metal including cost and conveyance of all Materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700 &2300 for Approach Slab.
-
-
-
Road A Slab Culvert 93/10
19.32
9378
181182.96
Road A Slab Culvert 95/2
19.32
9396
181530.72
Road A Slab Culvert 95/6
19.32
9365
180931.8
Road A Slab Culvert 96/6
19.32
9396
181530.72
Road A Slab Culvert 96/6(ii)
19.32
9378
181182.96
Supply and fabrication of Fe- 500 steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500.
-
-
-
Road A Slab Culvert 93/10
4.53
95610
433113.3
Road A Slab Culvert 95/2
4.34
95610
414947.4
Road A Slab Culvert 95/6
3.46
95610
331001.82
Road A Slab Culvert 96/6
5.66
95610
541535.04
Road A Slab Culvert 96/6(ii)
3.47
95610
331766.7
Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, lablour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and providing to the reinforcement, placing the reinforcement in position as specified in the drawings including cost of PVC coated G.I binding wire of 18G,provision of spacer bars, cover blocks and all other incidental charges etc complete, Fe-240 grade for REINFORCEMENT FOR WEARING COAT
-
-
-
Road A Slab Culvert 93/10
0.9
95610
86049
Road A Slab Culvert 95/2
0.9
95610
86049
Road A Slab Culvert 95/6
0.8
95610
76488
Road A Slab Culvert 96/6
0.96
95610
91785.6
Road A Slab Culvert 96/6(ii)
0.8
95610
76488
Vibrated Cement concrete M30 Grade (Design mix) using 25mm,12mm,and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to side 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 other incidental charges etc, complete for WEARING COAT 75mm uniform thickness over Deck Slab.
-
-
-
Road A Slab Culvert 93/10
114.08
669
76422.19
Road A Slab Culvert 95/2
108.56
669
72724.34
Road A Slab Culvert 95/6
90.16
668
60299.01
Road A Slab Culvert 96/6
102.12
669
68410.19
Road A Slab Culvert 96/6(ii)
90.16
669
60398.18
Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)
-
-
-
Road A Slab Culvert 93/10
2
2498
4996.2
Road A Slab Culvert 95/2
2
2498
4996.2
Road A Slab Culvert 95/6
2
2498
4996.2
Road A Slab Culvert 96/6
4
2498
9992.4
Road A Slab Culvert 96/6(ii)
2
2498
4996.2
Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Road A Slab Culvert 93/10
38.25
1359
51981.75
Road A Slab Culvert 95/2
29.52
1359
40117.68
Road A Slab Culvert 95/6
26.91
1349
36301.59
Road A Slab Culvert 96/6
27.23
1359
37005.57
Road A Slab Culvert 96/6(ii)
26.91
1359
36570.69
Providing and fixing moulded Bitumen joint pad, for expansion joint including cost of sealing coumpound and priming cost clause 2100 of MORT & H Specification
-
-
-
Road A Slab Culvert 93/10
6.74
719
4846.06
Road A Slab Culvert 95/2
6.74
719
4846.06
Road A Slab Culvert 95/6
6.74
719
4846.06
Road A Slab Culvert 96/6(ii)
6.74
719
4846.06
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete (In Deck slab)
-
-
-
Road A Slab Culvert 96/6
3.37
653
2201.96
Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Road A Slab Culvert 93/10
104.39
329
34344.31
Road A Slab Culvert 95/2
86.46
315
27234.9
Road A Slab Culvert 95/6
81.37
315
25631.55
Road A Slab Culvert 96/6
18.05
315
5685.75
Road A Slab Culvert 96/6(ii)
80.95
315
25499.25
Providing weep holes in brick masonry/plain/reinforced concrte abutment,wing wall/return wall with 150 mm dia P.V.C Pipe extending through the full width of the structure with slope of 1V: 20H towards drawing foce. Complete as per Drawing and Technical Specifications., (Weep hole)
-
-
-
Road A Slab Culvert 93/10
57.76
192
11118.8
Road A Slab Culvert 95/2
52.96
192
10194.8
Road A Slab Culvert 95/6
51.36
192
9886.8
Road A Slab Culvert 96/6
47.44
192
9132.2
Road A Slab Culvert 96/6(ii)
47.82
192
9205.35
Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface
-
-
-
Road A Slab Culvert 93/10
56.38
250
14100.64
Road A Slab Culvert 95/2
53.58
250
13400.36
Road A Slab Culvert 95/6
44.26
250
11069.43
Road A Slab Culvert 96/6(ii)
44.26
250
11069.43
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL
-
-
-
Road A (Retaining wall)
139.2
123
17157.79
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BELOW SILL LEVEL
-
-
-
Road A (Retaining wall)
103.66
7214
747844.7
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for ABOVE SILL LEVEL
-
-
-
Road A (Retaining wall)
68.85
9339
643041.79
Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
-
-
-
Road A (Retaining wall)
25.68
192
4943.4
Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014 (Refilling labour charge only)
-
-
-
Road A (Retaining wall)
169.85
289
49108.73
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising Unit RM Basic Rate approved for the year 2024-2025 (w.e.f. 15.07.2024) 6500.00 glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803
-
-
-
Road A (Road Furniture)
4041
890
3596490
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will beby drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as permanufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete
-
-
-
Road A (Road Furniture)
26558
480
12747840
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LED self- illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063: 1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C. Flashing rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro-amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm x 100 mm x 100 mm. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. Warranty Certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer-in-charge. Two Years Warranty Certificate for Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge.
-
-
-
Road A (Road Furniture)
140
3300
462000
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on amild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro shee shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H SpecificationNo.801)
-
-
-
90cm Equilateral triangle
-
-
-
Road A (Road Furniture)
10
5126
51260
60cm circular
-
-
-
Road A (Road Furniture)
16
4513
72208
80x60CM Rectangular
-
-
-
Road A (Road Furniture)
10
6349
63490
60x60CM Square
-
-
-
Road A (Road Furniture)
35
5184
181440
90CM High Octagon
-
-
-
Road A (Road Furniture)
10
8205
82050
Hazard Marker Traffic Signs - Type-IV - Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRe-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRe 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRe 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRe 67:2012. (as per MORT&HSpecification No.801)
-
-
-
Road A (Road Furniture)
30
4000
120000
Providing and erecting Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge, High intensity Retro - Relectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801)
-
-
-
or sign having area more than 0.6
-
-
-
Road A (Road Furniture)
29.16
11491
335077.56
Rigid Median Marker
Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J!m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 ern height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill! mesh! similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
-
-
-
Road A (Road Furniture)
2080
470
977600
Solar Blinker
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification
-
-
-
Road A (Road Furniture)
20
25000
500000
Metal Beam Crash Barrier Type - A, "w" single Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
-
-
-
Road A (Road Furniture)
1000
6500
6500000
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 ern high above ground level, painted at alternatively black and white in 15 em wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&Hspecification No. 806)
-
-
-
Road A (Road Furniture)
60
2400
144000
Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
Road A (Road Furniture)
7
2197
15379
Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
Road A (Road Furniture)
20
574
11493
Basic cost of value put to tender as per estimate
1
226412449
-
Add GST at 18%
1
40754241
-
Total Value put to Tender
1
267166690
-
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
226412449
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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