Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2024
Closing Date18 Dec 2024
Tender Amount₹ 20,89,30,000
Costs
EMD
₹ 10,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Two Lane to Four Lane at km 10/6 - 14/4 of Kavarapettai - Sathyavedu Road including Widening of Minor bridges at km 12/6, 13/6, Widening of
Description
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Contact
Tender Id
2024_HWAY_500480_1Bid Award Id
ViewTender No
TN.36/Sl.No.05/TVLR Div/CRIDP 2024-25Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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Sub Work ( i - Branching Road Improvement)
143.25
21
3128.58
... More
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for road work. a) Box cutting for widening portion
-
-
-
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Main work
16985
123
2093571.1
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Sub Work ( i - Branching Road Improvement)
71.89
123
8861.16
... More
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 as per MORT&H Rev. V.
-
-
-
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Main work
13246
26
352608.52
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at 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 for as per MORT&H Rev. V specifications No.111,112,401,900.
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-
-
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Main work
6104
2634
16083978.96
... More
Sub Work ( i - Branching Road Improvement)
35.95
2634
94727.89
... More
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 MORT&H Rev. V specifications No.111,112,401,900.
-
-
-
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Main work
3213
2728
8767409.49
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Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORT&H Rev. V specifications No.111.112.406.900.
-
-
-
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Main work
8032
2840
22813771.52
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Sub Work ( i - Branching Road Improvement)
102.88
2840
292216.24
... More
Providing and laying Prime Coat over WBM/ WMM surface using 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
-
-
-
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Main work
32126
80
2587749.3
... More
Sub Work ( i - Branching Road Improvement)
669.42
80
53921.78
... More
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 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 perClause 503 of MORTH Rev-5
-
-
-
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Main work
32126
18
591760.92
... More
Sub Work ( i - Branching Road Improvement)
669.42
18
12330.72
... More
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cumof 26.50 13.20mm, 0.25cum of 13.20 - 2.36mm and 0.23 cum of 2.36 mm & below and with size IRC metal with 53.20Kgs kgs 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 them in the required temperature in central hotmixplant 20-30ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50 mm 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, 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 505 of MORTH rev-5.
-
-
-
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Main work
3695
10373
38331560.5
... More
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 VG40 Grade bitumen for premixing per 10sqm 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
-
-
-
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Sub Work ( i - Branching Road Improvement)
33.47
8980
300561.27
... More
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 VG40 bitumen for premixing per 10sqm 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 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
-
-
-
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Main work
1286
11144
14331672.68
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Sub Work ( i - Branching Road Improvement)
20.08
11144
223779.15
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Sub Work: (i) Providing Brancing Road Improvments at Km 10/6 - 14/4 of Kavarapettai - Sathyavedu Road (SH-52)
(ii) Reconstruction of Box Culvert at Km 11/2, 11/8 (i) (ii), 12/2, 12/4, of Kavarapettai - Sathyavedu Road
(iii) Widening of Box Culvert at Km 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) , of Kavarapettai - Sathyavedu Road
(iv) Widening of Minor Bridge at km 13/6 of Kavarapettai - Sathyavedu Road
(v) Widening of Minor Bridge at 12/6 of Kavarapettai - Sathyavedu Road
(vi) Construction of center median in Km 10/6 - 14/4 of Kavarapettai - Sathyavedu Road (SH-52)
(vii) Providing Road Furniture for KM 10/6 - 14/4 0f Kavarapettai - Sathyavedu Road
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-
-
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Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. For Plain Cement Concrete as per MORT&H Rev. V specifications No.111,112,202.
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-
-
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Sub Work ( ii - Reconstruction of Box Culvert at 11/2, 11/8 (i) (ii), 12/2, 12/4)
62.97
486
30616.01
... More
Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
761.54
486
370260.75
... More
Sub Work (iv - Widening of Minor Bridge at Km 12/6 )
9
486
4375.8
... More
Sub Work (v - Widening of Minor Bridge at Km 13/6 )
9
486
4375.8
... More
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Box Culvert (Specification No.304.)
-
-
-
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Sub Work ( ii - Reconstruction of Box Culvert at 11/2, 11/8 (i) (ii), 12/2, 12/4)
755.56
290
219112.4
... More
Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
2973.07
290
862190.3
... More
Vibrated Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, form work, 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 Footings of PCC For Culvert & & Wing Wall
-
-
-
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Sub Work ( ii - Reconstruction of Box Culvert at 11/2, 11/8 (i) (ii), 12/2, 12/4)
94.7
6911
654471.7
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Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
132.51
6915
916323.88
... More
Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
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Sub Work ( ii - Reconstruction of Box Culvert at 11/2, 11/8 (i) (ii), 12/2, 12/4)
373.26
13065
4876641.9
... More
Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
471.16
12463
5872203.72
... More
Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600
-
-
-
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Sub Work ( ii - Reconstruction of Box Culvert at 11/2, 11/8 (i) (ii), 12/2, 12/4)
26.87
95610
2569040.7
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Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
44.23
95610
4228830.3
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
21
95610
2007810
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
10.5
95610
1003905
... More
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 premoulded expansion joints and fixing the same in position etc. excluding steel complete for Wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification
-
-
-
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Sub Work ( ii - Reconstruction of Box Culvert at 11/2, 11/8 (i) (ii), 12/2, 12/4)
248.3
729
181085.19
... More
Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
294.4
729
214782.46
... More
Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Wing Wall
-
-
-
... More
Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
273.96
12220
3347791.2
... More
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Wing wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
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Sub Work ( ii - Reconstruction of Box Culvert at 11/2, 11/8 (i) (ii), 12/2, 12/4)
383.46
8675
3326515.5
... More
Sub Work ( iii - Widening of Box Culvert at 11/4, 12/8 (i) (ii), 13/2 (i) (ii), 13/4(i) )
347.9
8653
3010496.99
... More
Dismantling the salvaged and removal of existing Reinforced cement concrete items and collecting the useful materials for re use and directly loading the un wanted surplus materials and conveying to the initial lead of 1 Km and disposing etc complete.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
149
4308
641996.3
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
67
4308
288682.9
... More
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
191
123
23542.66
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
98
123
12079.48
... More
Earthwork excavation in all classes of soil in Soft disintegrated Rock not requiring blasting except medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
-
-
-
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Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
1451
447
649177.4
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
844
447
377605.6
... More
Vibrated Cement Concrete of grade M15 (nominal mix 1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cos t of formwork, soft water, labour charges for mixing, transpoting, layingand curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds,Cofferdams , shoring , strutting etc., complete as per relevent standard specifications for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS, FOUNDATION FOOTINGS BELOW ABUTMENT AND WINGS 1 1 CUM (Below Sll Level)
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
30
6997
209910
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
20
6987
139740
... More
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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS BELOW SILL LEVEL-
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
973
7708
7499884
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
574
7692
4415208
... More
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, WINGS ABOVE SILL LEVEL-
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
222
9061
2011542
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
143
9157
1309451
... More
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, -
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
15
13766
206490
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
8
14458
115664
... More
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS, -
-
-
-
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Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
48
192
9240
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
48
192
9240
... More
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
49
110
5390
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
21
110
2310
... More
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, Kerbs and Footpath
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
200
12999
2599800
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
91
14339
1304849
... More
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
38
1953
74214
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
38
1946
73948
... More
Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
58
329
19082
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
58
329
19082
... More
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
32
653
20908.8
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
16
653
10454.4
... More
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
6.9
7324
50535.6
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
6.9
7315
50473.5
... More
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for Approach Slab
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
19
10061
191159
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
19
10091
191729
... More
Vibrated Reinforced 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 premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
367
729
267873.3
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
186
729
135649.8
... More
Vibrated Reinforced Cement Concrete M-30, 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 HAND RAILS AND POSTS OVER DECK SLAB.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
90
1466
131940
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
39
1342
52338
... More
Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at 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 CC PARAPETS OVER WINGS.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
5
16012
80060
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
5
16003
80015
... More
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
28
2498
69946.8
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
12
2498
29977.2
... More
Granine Rough Stone dry paxking 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 incidental charges etc ., complete for Revetment (flexible Apron)
-
-
-
... More
Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
74
2736
202478.8
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
37
2728
100961.9
... More
Vibrated Cement Concrete of grade M 15 Nominal Mix 1:2:4 using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications FILLING THE TRENCHES AROUND THE FOUNDATION NOT OCCUPIED BY STRUCTURE IN ABUTMENTS, PIERS AND WINGS BELOW SILL AND FOR RIGID APRONS.
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-
-
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Sub Work (iv - Widening of Minor Bridge at Km 13/6 )
31
10018
310558
... More
Sub Work (v - Widening of Minor Bridge at Km 12/6 )
16
10009
160144
... More
Plain Cement Concrete (1:2:4)M20 Nominal Mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting , laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION
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-
-
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Sub Work (vi - Center Median )
119
7128
848321.25
... More
Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISSHBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges formixing, laying, curing, painting, including all other incidental charges etc.,complete as per drawing and standard specification.
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-
-
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Sub Work (vi - Center Median )
7209
528
3810749.49
... More
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for spreading and Filling Inside the median using side pit earth as per SS20B including breaking clods, consolidating and sectioning using excavated earth (Earth filling)
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-
-
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Sub Work (vi - Center Median )
1019
42
43664.15
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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.
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-
-
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Sub Work (vii - Road Furnitures)
2930
890
2607700
... More
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 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 MoRT&H specification 804 etc., complete
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-
-
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Sub Work (vii - Road Furnitures)
2880
480
1382400
... More
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 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)
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-
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Sub Work (vii - Road Furnitures)
28
4000
112000
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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 charges. High intensity Retro Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be coverd 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).Direction and Place Identification Signs - Type-IV Rate per Sqm (for sign having area upto 0.90 Sqm) Type-IV
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-
-
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Sub Work (vii - Road Furnitures)
12.96
11805
152992.8
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Providing and Fixing of Retro - Refletorised Cautionary, Mandatory and Informatory signs (without deflinition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm 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 costand conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years 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 MORTH & H Specification No. 801).
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-
-
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Sub Work (vii - Road Furnitures)
90 cm equilateral triangle
18
5126
92268
... More
Sub Work (vii - Road Furnitures)
90 cm octagon
6
8205
49230
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Sub Work (vii - Road Furnitures) 60 cm circular
8
4513
36104
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Sub Work (vii - Road Furnitures) 60 cm x 45 cm rectangular
128
4316
552448
... More
Providing fixing of Rigid 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 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type 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
-
-
-
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Sub Work (vii - Road Furnitures)
1520
470
714400
... More
Supply and fixing of KiloMeter 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
-
-
-
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Sub Work (vii - Road Furnitures)
8
2197
17576
... More
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
-
-
-
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Sub Work (vii - Road Furnitures)
32
574
18388.8
... More
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm 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&H specification No. 806)
-
-
-
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Sub Work (vii - Road Furnitures)
10
2400
24000
... More
Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
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-
-
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Sub Work (vii - Road Furnitures)
60
1220
73213.2
... More
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
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-
-
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Sub Work (vii - Road Furnitures)
160
6500
1040000
... More
Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2012 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m 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 of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% co-efficient of Retro-reflection values as per table 6.90 of IRC 67-2012. The retro reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m
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-
-
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Sub Work (vii - Road Furnitures)
4
157550
630200
... More
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
177054886
-
... More
Add GST at 18%
1
31869879
-
... More
Total Value put to Tender
1
208924765
-
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Quoted value
1
-
-
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Final Quoted Value
1
-
-
... More
Add GST at 18% of Final Quoted Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
-
177054886
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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