Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Civil Works Others
Eprocure
Opening Date16 Nov 2024
Closing Date24 Dec 2024
Tender Amount₹ 24,89,50,000
Costs
EMD
₹ 12,55,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Two lane to Two lane with Paved Shoulders and Strengthening at km 38/0
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_501863_1Tender No
TN.NO.49/2024-2025Tender 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
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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 soil compactor to achieve the desired density, complete as per clause 401) - for Grading V Material. as per MORT&H Rev.V specifications No.111,112,401,900
-
-
-
Main work Km 38/0 - 47/8
6145.87
2798
17196820.31
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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 soil compactor to achieve the desired density, complete as per clause 401) - for Grading III Material. as per MORT&H Rev.V specifications No.111,112,401,900
-
-
-
Main work Km 38/0 - 47/8
2963.23
2893
8574254.17
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required thickness, 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
-
-
-
Main work Km 38/0 - 47/8
7627.43
3091
23582945.72
Providing and laying Prime Coat over WMM surface using pressure distributor 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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
-
-
-
Main work Km 38/0 - 47/8
31094.78
80
2513080.12
Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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
-
-
-
Main work Km 38/0 - 47/8
31094.78
18
575564.38
Providing and laying Tack Coat over Existing BT surface using pressure distributor 2 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 perClause 503 of MORTH Rev-5
-
-
-
Main work Km 38/0 - 47/8
68905.5
26
1847356.46
Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
-
-
-
Main work Km 38/0 - 47/8
305.55
8947
2734055.29
BM (Grade-II) 50mm Thick using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne 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
-
-
-
Main work Km 38/0 - 47/8
3518.38
9218
32434537.87
DBM (Grade-I) 80mm Thick using VG30 Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 - 13.20mm,0.35 cum of 13.20 - 2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm of 75mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20 - 30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 80mm with mechanical paver to the specified grades and cross sections and consolidated by 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, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
-
-
-
Main work Km 38/0 - 47/8
2370.6
9916
23509216.49
BC (Grade-II) 30/40mm Thick using VG30 Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm of 40mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30/40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Main work Km 38/0 - 47/8
3948.04
11355
44830902.25
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.
-
-
-
Main work Km 38/0 - 47/8
11873.47
26
316546.71
Precast Box Culvert
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
a)Dismantling PCC
-
-
-
Reconstruction of Precast Box culvert at km 38/8
10.81
486
5255.82
Reconstruction of Precast Box culvert at km 39/6 (i)
10.81
486
5255.82
Reconstruction of Precast Box culvert at km 44/10
10.26
486
4988.41
Reconstruction of Precast Box culvert at km 45/6
9.03
486
4390.39
Reconstruction of Precast Box culvert at km 46/8, 46/10
19.97
486
9709.41
Reconstruction of Precast Box culvert at km 47/2
10.68
486
5192.62
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
31.04
486
15091.65
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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for Narrow foundation of Body wall, and Box portion as per MORTH Vth Rev., 304.
-
-
-
Reconstruction of Precast Box culvert at km 38/8
131.72
289
38115.82
Reconstruction of Precast Box culvert at km 39/6 (i)
112.69
289
32609.11
Reconstruction of Precast Box culvert at km 44/10
199.95
289
57859.53
Reconstruction of Precast Box culvert at km 45/6
139.69
289
40422.1
Reconstruction of Precast Box culvert at km 46/8, 46/10
180.98
289
52370.18
Reconstruction of Precast Box culvert at km 47/2
99.25
289
28719.97
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
289.62
289
83807.34
Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
Reconstruction of Precast Box culvert at km 38/8
7.4
6986
51703.43
Reconstruction of Precast Box culvert at km 39/6 (i)
6.88
6993
48112.46
Reconstruction of Precast Box culvert at km 44/10
9.36
7042
65914.99
Reconstruction of Precast Box culvert at km 45/6
7.99
7048
56316.16
Reconstruction of Precast Box culvert at km 46/8, 46/10
11.54
7060
81479.44
Reconstruction of Precast Box culvert at km 47/2
5.77
7066
40775.15
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
17.31
7066
122325.44
Providing Precast Vibrated Reinforced Cement Concrete Box single M35 Design mix minimum cement content of 425 kg per cum of concrete of size 1.50 x 1.50 m x 1.50 m with 0.3m thick web, 0.3m thick bottom and 0.3m thick top slab including cost of Mild Steel Mouldings and conveyance of all materials to site and cost of cement including minimum of 0.212 MT of reinforcement steel per running meter of box including fabrication charges of Steel at site including cost of soft water, labour charges for mixing, laying and curing concrete, tools and plants, transporting from casting yard to work site through trailers, lifting, erecting by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for box units of size 1.50x1.50x1.50 as per standard specification.
-
-
-
Reconstruction of Precast Box culvert at km 38/8
15
67013
1005195.75
Reconstruction of Precast Box culvert at km 39/6 (i)
13.5
67013
904676.18
Reconstruction of Precast Box culvert at km 45/6
13.5
67013
904676.18
Reconstruction of Precast Box culvert at km 46/8, 46/10
27
67013
1809352.35
Reconstruction of Precast Box culvert at km 47/2
13.5
67013
904676.18
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
40.5
67013
2714028.53
Providing Precast Vibrated Reinforced Cement Concrete Box single M35 Design mix minimum cement content of 425 kg per cum of concrete of size 2.00 x 2.00 m x 1.50 m with 0.3m thick web, 0.3m thick bottom and 0.3m thick top slab including cost of Mild Steel Mouldings and conveyance of all materials to site and cost of cement including minimum of 0.221 MT of reinforcement steel per running meter of box including fabrication charges of Steel at site including cost of soft water, labour charges for mixing, laying and curing concrete, tools and plants, transporting from casting yard to work site through trailers, lifting, erecting by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for box units of size 2.00x2.00x1.50 as per standard specification.
-
-
-
Reconstruction of Precast Box culvert at km 44/10
13.5
80615
1088307.23
Vibrated Cement Concrete M20 mix(Nominal mix)using 40mm ISS size hard broken granite metal and with 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 Above Sill level, Parapet & Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Reconstruction of Precast Box culvert at km 38/8
24.89
9492
236258.62
Reconstruction of Precast Box culvert at km 39/6 (i)
24.89
9498
236411.44
Reconstruction of Precast Box culvert at km 44/10
47.4
9198
436014.11
Reconstruction of Precast Box culvert at km 45/6
36.86
9374
345549.6
Reconstruction of Precast Box culvert at km 46/8, 46/10
25.84
10075
260349.89
Reconstruction of Precast Box culvert at km 47/2
12.92
10081
130254.14
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
38.76
10081
390762.43
Supply and fabrication of (HYSD) Steel Grade (as per steel schedule) 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
-
-
-
Reconstruction of Precast Box culvert at km 38/8
0.15
95609
14532.61
Reconstruction of Precast Box culvert at km 39/6 (i)
0.14
95609
12907.25
Reconstruction of Precast Box culvert at km 44/10
0.17
95609
16444.79
Reconstruction of Precast Box culvert at km 45/6
0.14
95609
12907.25
Reconstruction of Precast Box culvert at km 46/8, 46/10
0.27
95609
25814.5
Reconstruction of Precast Box culvert at km 47/2
0.14
95609
12907.25
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
0.41
95609
38721.75
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm and below ISS sized hard granite metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including 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
-
-
-
Reconstruction of Precast Box culvert at km 38/8
29.61
734
21762.17
Reconstruction of Precast Box culvert at km 39/6 (i)
26.46
735
19459.21
Reconstruction of Precast Box culvert at km 44/10
32.76
739
24212.92
Reconstruction of Precast Box culvert at km 45/6
26.46
739
19568.76
Reconstruction of Precast Box culvert at km 46/8, 46/10
52.92
740
39186.2
Reconstruction of Precast Box culvert at km 47/2
26.46
740
19605.27
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
79.38
740
58815.82
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900
-
-
-
Reconstruction of Precast Box culvert at km 38/8
5.6
203
1137.36
Reconstruction of Precast Box culvert at km 39/6 (i)
5.6
203
1137.36
Reconstruction of Precast Box culvert at km 44/10
5.6
203
1137.36
Reconstruction of Precast Box culvert at km 45/6
5.6
203
1137.36
Reconstruction of Precast Box culvert at km 46/8, 46/10
11.2
203
2274.72
Reconstruction of Precast Box culvert at km 47/2
5.6
203
1137.36
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
16.8
203
3412.08
Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping,ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
-
-
-
Reconstruction of Precast Box culvert at km 38/8
4
739
2956.96
Reconstruction of Precast Box culvert at km 39/6 (i)
4
743
2975.72
Reconstruction of Precast Box culvert at km 44/10
5
767
3836.9
Reconstruction of Precast Box culvert at km 45/6
4
772
3088.28
Reconstruction of Precast Box culvert at km 46/8, 46/10
8
776
6214.08
Reconstruction of Precast Box culvert at km 47/2
4
781
3125.8
Reconstruction of Precast Box culvert at km 47/4 (i) (ii) (iii)
12
781
9377.4
Widening Box Culvert
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
a)Dismantling PCC
-
-
-
Widening of Box culvert at km 39/6 (ii)
50.8
486
24698.96
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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for Narrow foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
-
-
-
Widening of Box culvert at km 39/6 (ii)
116.04
289
33578.49
Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
Widening of Box culvert at km 39/6 (ii)
3.8
6993
26573.74
Vibrated Cement Concrete M 20 grade (nominal mix) using 40mm ISS size hard broken granite metal using with 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation footing below wing wall
-
-
-
Widening of Box culvert at km 39/6 (ii)
1.86
6784
12618.46
Vibrated Cement Concrete M 20 grade (nominal mix) using 40mm ISS size hard broken granite metal using with 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for culvert wing wall and Parapet
-
-
-
Widening of Box culvert at km 39/6 (ii)
30.2
11721
353981.15
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISShard broken granite metal using with M-Sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
-
-
-
Widening of Box culvert at km 39/6 (ii)
25.34
13586
344282.42
Supply and fabrication of (HYSD) Steel Grade (as per steel schedule) 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
-
-
-
Widening of Box culvert at km 39/6 (ii)
2.01
95609
192174.63
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm and below graded ISS sized hard granite metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including 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
-
-
-
Widening of Box culvert at km 39/6 (ii)
10.92
735
8030.79
Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping,ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
-
-
-
Widening of Box culvert at km 39/6 (ii)
3.6
743
2678.15
Box Culvert
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
a)Dismantling Brick work in cum under 3m height
-
-
-
Reconstruction of Box culvert at km 38/4
39.6
283
11212.34
Reconstruction of Box culvert at km 45/6 (ii)
42.24
283
11959.83
Reconstruction of Box culvert at km 45/10
37.51
283
10620.58
Reconstruction of Box culvert at km 46/6
14
283
3963.96
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
b)Removal of Cut stone
-
-
-
Reconstruction of Box culvert at km 38/4
19.62
512
10063.69
Reconstruction of Box culvert at km 45/6 (ii)
9.8
512
5026.71
Reconstruction of Box culvert at km 45/10
10
512
5129.3
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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for Narrow foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
-
-
-
Reconstruction of Box culvert at km 38/4
308.28
289
89206.98
Reconstruction of Box culvert at km 45/6 (ii)
391.25
289
113216.01
Reconstruction of Box culvert at km 45/10
354.26
289
102512.22
Reconstruction of Box culvert at km 46/6
412.31
289
119310.14
Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
Reconstruction of Box culvert at km 38/4
12.85
6983
89742.86
Reconstruction of Box culvert at km 45/6 (ii)
12.08
7048
85143.83
Reconstruction of Box culvert at km 45/10
12.08
7051
85180.91
Reconstruction of Box culvert at km 46/6
12.08
7057
85255.08
Vibrated Cement Concrete M 20 grade (nominal mix) using 40mm ISS size hard broken granite metal using with 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation footing below wing wall
-
-
-
Reconstruction of Box culvert at km 38/4
2.43
7096
17243.96
Reconstruction of Box culvert at km 45/6 (ii)
2.94
7160
21052.55
Reconstruction of Box culvert at km 45/10
2.94
7163
21061.57
Reconstruction of Box culvert at km 46/6
3.27
7169
23445.7
Vibrated Cement Concrete M 20 grade (nominal mix) using 40mm ISS size hard broken granite metal using with 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for culvert wing wall and Parapet
-
-
-
Reconstruction of Box culvert at km 38/4
38.68
10108
391005.29
Reconstruction of Box culvert at km 45/6 (ii)
63.35
9107
576946.19
Reconstruction of Box culvert at km 45/10
63.35
9110
577140.67
Reconstruction of Box culvert at km 46/6
82.19
8893
730984.71
Vibrated Cement Concrete M 20 grade (nominal mix) using 20mm ISS size hard broken granite metal using with 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for Sluice
-
-
-
Reconstruction of Box culvert at km 45/6 (ii)
5.23
10794
56453.56
Reconstruction of Box culvert at km 45/10
5.23
10797
56469.62
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISShard broken granite metal using with M-Sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
-
-
-
Reconstruction of Box culvert at km 38/4
96.5
12624
1218216
Reconstruction of Box culvert at km 45/6 (ii)
80.88
13056
1055983.03
Reconstruction of Box culvert at km 45/10
80.88
13059
1056231.33
Reconstruction of Box culvert at km 46/6
80.88
13065
1056727.93
Supply and fabrication of (HYSD) Steel Grade (as per steel schedule) 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
-
-
-
Reconstruction of Box culvert at km 38/4
6.52
95609
623372.44
Reconstruction of Box culvert at km 45/6 (ii)
6.37
95609
608935.44
Reconstruction of Box culvert at km 45/10
6.37
95609
608935.44
Reconstruction of Box culvert at km 46/6
6.37
95609
608935.44
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm and below graded ISS sized hard granite metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including 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
-
-
-
Reconstruction of Box culvert at km 38/4
66.02
734
48506.87
Reconstruction of Box culvert at km 45/6 (ii)
35.37
739
26158.24
Reconstruction of Box culvert at km 45/10
35.37
739
26166.37
Reconstruction of Box culvert at km 46/6
35.37
740
26182.64
Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping,ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
-
-
-
Reconstruction of Box culvert at km 38/4
4
739
2956.96
Reconstruction of Box culvert at km 45/6 (ii)
14
772
10808.98
Reconstruction of Box culvert at km 45/10
14
772
10808.98
Reconstruction of Box culvert at km 46/6
14
776
10874.64
Retaining Wall
-
-
-
Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOR FOUNDATION OF RETAINING WALL
-
-
-
Construction of Retaining wall at Km 42/8 (R/S)
124
289
35881.88
Construction of Retaining wall at Km 43/2 (R/S)
153
289
44273.61
Construction of Retaining wall at Km 44/4 (R/S)
165.75
289
47963.08
Construction of Retaining wall at Km 44/6 (R/S)
63.75
289
18447.34
Construction of Retaining wall at Km 46/6 (R/S)
93
289
26911.41
Plain Cement Concrete of grade M20 (nominal mix) using 40mm ISS size HBG metal and using M-Sand 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
-
-
-
Construction of Retaining wall at Km 42/8 (R/S)
37.2
7136
265465.9
Construction of Retaining wall at Km 43/2 (R/S)
45.9
7142
327832.49
Construction of Retaining wall at Km 44/4 (R/S)
49.73
7151
355645.09
Construction of Retaining wall at Km 44/6 (R/S)
19.13
7151
136808.58
Construction of Retaining wall at Km 46/6 (R/S)
27.9
7169
200041.33
Vibrated Cement Concrete of grade M20 (nominal mix) using 40mm ISS size HBG metal and using M-Sand 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 footing and Body Wall (Below Sill).
-
-
-
Construction of Retaining wall at Km 42/8 (R/S)
54.18
8188
443632.34
Construction of Retaining wall at Km 43/2 (R/S)
59.14
8560
506290.44
Construction of Retaining wall at Km 44/4 (R/S)
64.07
8570
549085.03
Construction of Retaining wall at Km 44/6 (R/S)
24.65
8614
212354.57
Construction of Retaining wall at Km 46/6 (R/S)
40.64
8230
334500.52
Vibrated Cement Concrete of grade M20 (nominal mix) using 40mm ISS size HBG metal and using MSand 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 footing and Body Wall (Above sill).
-
-
-
Construction of Retaining wall at Km 42/8 (R/S)
125.64
9342
1173774.11
Construction of Retaining wall at Km 43/2 (R/S)
104.99
9943
1043983.81
Construction of Retaining wall at Km 44/4 (R/S)
113.77
9952
1132335.74
Construction of Retaining wall at Km 44/6 (R/S)
43.71
9995
436897.19
Construction of Retaining wall at Km 46/6 (R/S)
94.25
9397
885702.12
Providing and fixing seepage pipes of 110mm PVC pipes of required lengths for retaining wall 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.
-
-
-
Construction of Retaining wall at Km 42/8 (R/S)
18
203
3655.8
Construction of Retaining wall at Km 43/2 (R/S)
18
203
3655.8
Construction of Retaining wall at Km 44/4 (R/S)
18
203
3655.8
Construction of Retaining wall at Km 44/6 (R/S)
18
203
3655.8
Construction of Retaining wall at Km 46/6 (R/S)
13.5
203
2741.85
Refilling/spreading with available Excavated Earth for filling in layers, not exceeding limits including compaction including all labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 for Behind retaining wall
-
-
-
Construction of Retaining wall at Km 42/8 (R/S)
166.88
42
7150.81
Construction of Retaining wall at Km 43/2 (R/S)
143.16
42
6134.41
Construction of Retaining wall at Km 44/4 (R/S)
155.03
42
6643.04
Construction of Retaining wall at Km 44/6 (R/S)
59.63
42
2555.15
Construction of Retaining wall at Km 46/6 (R/S)
125.16
42
5363.11
Minor Bridge
-
-
-
Dismantling the Plain cement concrete in the existing bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
114.86
486
55844.93
Dismantling the Reinforced Cement Concrete in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
72.17
4308
310958.88
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
290.42
123
35797.17
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Raft, Cut off walls.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
1255.03
387
485696.61
Plain Cement concrete M10 (nominal mix) using 40mm ISS size hard broken granite metal with M sand including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for LEVELLING COURSE BELOW RAFT.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
38
6391
242858
Filling inside the raft with M sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering with all leads for water and all other incidental charges etc., complete for Filling inside the Raft. Complying with standard specification.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
761.93
2216
1688436.88
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS graded metal using M sand including cost and conveyance of all materials to site excluding cost of steel 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 bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Raft and Cut off walls
-
-
-
Reconstruction of Minor Bridge at Km 43/2
300.53
11240
3377957.2
Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal with M sand including cost and conveyance of all materials to site including cost and labour charges for form work, centering, labour charges for laying, compacting, curing all other incidental charges etc., complete for Toe wall around Flexible Apron
-
-
-
Reconstruction of Minor Bridge at Km 43/2
37.55
11167
419320.85
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS hard broken granite metal with M sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, soft water, 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 Substructure of Abutmet, Wings and piers above sill level.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
211.92
9443
2001160.56
Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal with M sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete for Bed Block cum Dirtwall over Abutments
-
-
-
Reconstruction of Minor Bridge at Km 43/2
8.19
13318
109074.42
Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)
-
-
-
Reconstruction of Minor Bridge at Km 43/2
134.4
192
25872
Supply and fixing of Kraft Paper for full width of seaating of deck slab and including cost and conveyance to worksite, labour for fixing same and all other incidental charges etc., complete
-
-
-
Reconstruction of Minor Bridge at Km 43/2
22.79
110
2506.9
Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal and using M Sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete for Deck slab.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
89.32
13597
1214484.04
Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
71.88
2041
146707.08
Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value more than 40, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
133.73
955
127712.15
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
-
-
-
Reconstruction of Minor Bridge at Km 43/2
38.85
653
25384.59
Supply and fabrication of STEEL grade Fe500 for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
29.72
95610
2841911.64
Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal with Msand including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
14.44
7547
108978.68
Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm size HBG metal with M sand and below ISS size including cost and conveyance of all materials to work site but excluding cost and fabrication of steel reinforcement but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLABS.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
26.9
10238
275402.2
Vibrated Reinforced Cement Concrete M30 Grade (Design mix) using 20mm and below ISS size hard broken granite metal with Msand including cost and conveyance of all materials to site exclding cost and fabrication of steel reinforcement but inclding 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 OVER DECK SLAB AND APPROACH SLAB.75 mm Uniform thick
-
-
-
Reconstruction of Minor Bridge at Km 43/2
207.9
738
153471.78
Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below ISS hard broken granite metal with M Sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete for Inner Crash Barrier .
-
-
-
Reconstruction of Minor Bridge at Km 43/2
7.27
19036
138391.72
Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal with Msand including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Parapet.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
6.07
13692
83110.44
Supply and fixing of High Quality of PVC pipes of 160mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in Safety kerb
-
-
-
Reconstruction of Minor Bridge at Km 43/2
79.2
419
33240.24
Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete. as per clause 2705 of MoRTH Specification (Vth Rev)
-
-
-
Reconstruction of Minor Bridge at Km 43/2
4
2498
9992.4
Spreading and compaction for embankment 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. For Diversion road
-
-
-
Reconstruction of Minor Bridge at Km 43/2
422.34
26
11263.81
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm 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 roller 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
-
-
-
Reconstruction of Minor Bridge at Km 43/2
68.75
3091
212565.38
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 loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
30
4276
128304
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.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
30
266
7986
Granite rough stone dry packing for the specified thickness for apron using good size granite rough stone ,properly wedged with quarry spalls including cost and conveyance of all materials to site labour charges for packing the same in position and all other incidetal charges etc., complete for Apron.
-
-
-
Reconstruction of Minor Bridge at Km 43/2
71.76
2819
202292.16
Road Furniture
-
-
-
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising 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
-
-
-
KM 38/0 - 47/8
2715.44
890
2416741.6
Road Markers / Road Stud with Lens Reflector. Providing and fixing relative road studs of 'Category A' Raised Pavement makers made out of Poly Carbonate / methyl methecrylate / ABS moulded body confirirming to ASTM D 788 and relative 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 15mm,90mm and 100mm 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 height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 kgf.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.The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORTH&H specification 804 etc.,complete
-
-
-
KM 38/0 - 47/8
1488
480
714240
Providing and erecting of Retro - Reflector›sed 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 25mmx25mmx3mm 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 0.6Om 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 M 15 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 IRC 67- 20 12. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 20 12 . ( as per MO RT&H Specification No.801) 90 cm equilatarel triangle board
-
-
-
KM 38/0 - 47/8
60
5126
307560
Providing and erecting of 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 25mmx25mmx3mm 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 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 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) ( for sign having area more than 0.9 sqm) Type-I
-
-
-
KM 38/0 - 47/8
29.16
11805
344233.8
Supplying and installation of delineators (Road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at atrernatively black and white in 15 cm wide strips, fitted with 80x100mm 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&H specification No.806)
-
-
-
KM 38/0 - 47/8
30
2400
72000
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic 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 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 IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS 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 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) 30cm x 90cm rectangular
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-
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KM 38/0 - 47/8
48
4000
192000
Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m 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 700 mm 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 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge.
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-
-
KM 38/0 - 47/8
56
4696
262976
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
210955143
-
Add GST at 18%
1
37971926
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Total Value put to Tender
1
248927069
-
Quoted Percentage
1
-
-
Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Contract Value of put to tender as per Estimate
-
-
210955143
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Quoted Rate in Words
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-
-
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