Highways Department Tender
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Highways Department Tender
Road Construction
Eprocure
Opening Date5 Dec 2024
Closing Date11 Dec 2024
Tender Amount₹ 50,04,50,000
Costs
EMD
₹ 25,13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Two Lane With Paved Shoulders To Four Lane And Strengthening At Km 51/650-52/6, 53/0- 60/8, Strengthening At Km 52/6 - 53/0 Of Omalur - Sankari
Description
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Contact
Tender Id
2024_HWAY_499628_2Bid Award Id
ViewTender No
39 / 2024-2025 / HDO, Dated. 28.10.2024-1Tender 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
... More
1.12) Providing Paver Block at Km 51/650 - 53/2
4158
123
512515.08
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
1305
123
160854.3
... More
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting for Roadway and drainage Excavation including removal and satisfactory disposal of all material 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, SDR - (Not Requiring Blasting) for cutting as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
2187
183
401511.33
... More
Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material
7889
1847
14573349.7
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
636.58
1847
1175954.23
... More
1.12) Providing Paver Block at Km 51/650 - 53/2
1145
1820
2084930.5
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
420
1860
781410
... More
Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- III Material
4888
1936
9465025.44
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
454.71
1936
880491.35
... More
1.12) Providing Paver Block at Km 51/650 - 53/2
817.63
1909
1561656.95
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
300
1949
584874
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of specified 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 111, 112, 406 & 900 of MORTH Vth Revision
17200
2149
36970712
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
1136.74
2149
2443377.16
... More
1.12) Providing Paver Block at Km 51/650 - 53/2
2044.08
2149
4393668.2
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
750
2149
1612095
... More
Providing and laying Prime Coat over 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 111, 112, 501, 502 & 900 of MORTH Vth Revision
70715
81
5764686.8
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
4518.1
81
368315.51
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
3000
81
244560
... More
Providing and laying Tack Coat over 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 per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
70715
18
1328027.7
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
4518.1
18
84849.92
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
3000
18
56340
... More
Providing and laying Tack Coat over Existing BT surface using 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 per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
62887
27
1699835.61
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
8818.42
27
238361.89
... 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 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7)
-
-
-
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
653.79
8585
5613205.58
... More
Providing, laying 100mm consolidated thick Dense Bituminous Macadam using 0.40cum 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 VG 40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 100 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading I
7072
9328
65973061.44
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
31.8
9328
296654.89
... More
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.40cum 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 VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 50 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading II
3880
10088
39144776.8
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
61.35
10088
618951.56
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
150
10088
1513329
... More
Providing and laying Bituminous Concrete to 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 VG 40 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision - Grade II
5345
11477
61347397.85
... More
Providing and laying Bituminous Concrete to 40/30mm 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 VG 40 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 40/30mm 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision - Grade II
-
-
-
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
380.9
10951
4171361.6
... More
1.14)Providing Bus Lay Bye At Km 53/900, 55/900, 57/400, 58/100, 60/600 Of Omalur-Sankari-Tiruchengode-Paramathi Road
120
10951
1314159.6
... More
Refilling the boxing earth to the extra width of the boxing portion including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 111, 112, 201, 202, 301 to 305, 900 of MORTH Vth Revision (Labour and Hire charges only)
14449
62
895982.49
... More
Dismantling Culverts, bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH vth Revision Dismantling Plain Cement Concrete
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
3.21
486
1560.7
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
3.38
486
1643.36
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
3.31
486
1609.32
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
19.48
486
9471.18
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
114.77
486
55801.17
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
14.09
486
6850.56
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
127.04
486
61766.85
... More
Dismantling Culverts Bridges and other Structures Dismantling salvaing and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No 111, 112. 202 of MORTH Vth Revision Dismantling Reinforced Cement Concrete.
-
-
-
... More
1.10) Construction of Drain at km 59/200-60/200
384
4308
1654540.8
... More
Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Foundation of Box Culvert, Retaining Wall,Well Protective wall and Drain as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
65.58
123
8083.39
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
61.48
123
7578.02
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
63.36
123
7809.75
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
266.14
123
32804.42
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
1611.68
123
198655.68
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
518.26
123
63880.73
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
223.42
123
27538.75
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
1031.4
123
127130.36
... More
1.9) Construction of Drain at km 51/858-52/430 (RS) & km 53/0-53/2 (BS)
2440.08
123
300764.26
... More
1.10) Construction of Drain at km 59/200-60/200
2899.8
123
357429.35
... More
1.13) Construction of PCC Retaining Wall at km 55/4, 57/2, 58/8
680
123
83816.8
... More
1.15) Construction of Well Protective wall at km 59/2
70.4
123
8677.5
... More
Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Base Concrete of Box Culverts and Retaining Wall,Well Protective wall and Drain as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
10.67
6219
66361.96
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
9.31
6192
57649.2
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
9.93
6196
61527.07
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
29.82
6170
183993.28
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
126.35
6196
782874.71
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
36.1
6192
223537.7
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
21.69
6207
134646.75
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
109.08
6207
677144.64
... More
1.9) Construction of Drain at km 51/858-52/430 (RS) & km 53/0-53/2 (BS)
174.96
6179
1081112.83
... More
1.10) Construction of Drain at km 59/200-60/200
182.4
6196
1130164.99
... More
1.13) Construction of PCC Retaining Wall at km 55/4, 57/2, 58/8
76
6211
472087.68
... More
1.15) Construction of Well Protective wall at km 59/2
8.8
6196
54525.5
... More
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Stem and Parapets of the retaining wall,Body Wall and Parapets of Culverts as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
57.9
8107
469432.36
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
57.9
8080
467851.11
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
57.9
8084
468076.92
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
111.24
8076
898393.15
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
536.83
7932
4258253.66
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
153.38
7928
1216045.72
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
71.61
8113
581030.65
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
500.58
8113
4061616.02
... More
1.13) Construction of PCC Retaining Wall at km 55/4, 57/2, 58/8
811.31
8949
7260680.92
... More
1.15) Construction of Well Protective wall at km 59/2
68.75
7538
518290.44
... More
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG grade metal 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 Base Slab, Side Walls, Top Slab, Cover Slab of Box Culvert as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
28.13
12341
347153.74
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
21.41
12292
263182
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
24.5
12307
301521.75
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
94.4
11048
1042954.8
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
538.16
12423
6686051.41
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
153.76
12420
1909700.74
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
104.13
11787
1227413.63
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
302.76
13200
3996677.24
... More
1.9) Construction of Drain at km 51/858-52/430 (RS) & km 53/0-53/2 (BS)
991.16
14733
14603711.79
... More
1.10) Construction of Drain at km 59/200-60/200
1048.04
14491
15187692.62
... More
Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the schedule 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. as per standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
2.98
95609
284533.19
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
2.26
95609
215694.51
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
2.6
95609
248966.54
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
7.47
95609
714583.68
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
37.72
95609
3605999.23
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
10.78
95609
1030859.15
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
9.34
95609
892799.36
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
23.65
95609
2261350.45
... More
1.9) Construction of Drain at km 51/858-52/430 (RS) & km 53/0-53/2 (BS)
51.12
95609
4887354.66
... More
1.10) Construction of Drain at km 59/200-60/200
54.89
95609
5248184.05
... More
Providing and fixing Class I PVC seepage pipes of 110mm 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 back fill as per section 2706 of MORTH specification (Rev- V)
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
5.33
218
1162.47
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
4.73
218
1031.61
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
5.03
218
1097.04
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
44.12
218
9622.57
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
185.29
218
40411.75
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
52.94
218
11546.21
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
28.6
218
6237.66
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
116.64
218
25439.18
... More
1.13) Construction of PCC Retaining Wall at km 55/4, 57/2, 58/8
249.86
218
54494.47
... More
1.15) Construction of Well Protective wall at km 59/2
26.22
218
5718.58
... More
Filling behind the retaining wall with cut earth including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision (Labour charges only)
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
53.05
42
2273.19
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
30.78
42
1318.92
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
42.46
42
1819.41
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
213.72
42
9157.9
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
1117.34
42
47878.02
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
224.3
42
9611.26
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
163.23
42
6994.41
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
620.1
42
26571.29
... More
1.9) Construction of Drain at km 51/858-52/430 (RS) & km 53/0-53/2 (BS)
92.67
42
3970.91
... More
1.10) Construction of Drain at km 59/200-60/200
85.31
42
3655.53
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
2511.25
42
107607.06
... More
1.13) Construction of PCC Retaining Wall at km 55/4, 57/2, 58/8
724.85
42
31059.82
... More
1.15) Construction of Well Protective wall at km 59/2
56
42
2399.6
... More
Supplying and Filling with Stone Dust to the required thickness including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc, complete for Bedding to Blocks.as per clause 304 & 2907 of MORTH Vth Revision
-
-
-
... More
1.12) Providing Paver Block at Km 51/650 - 53/2
245.28
370
90778.13
... More
Supply and laying of TAMIN Paver Block of size 80 mm thick (Supply at site)over abase of crushed stone filling including cost and conveyance of all materials to work site, including all labour charges for laying, compacting including hire and fuel charges for all tool sand plants employed for this work and all other incidental charges etc., complete as per standard specification.
-
-
-
... More
1.12) Providing Paver Block at Km 51/650 - 53/2
8176.3
1571
12848401.35
... 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 as per clause 2504 of MORTH Vth Revision
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
10.46
1416
14814.81
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
4.85
1398
6785.1
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
7.09
1398
9918.84
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
63.04
1378
86921.44
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
332.29
1398
464870.39
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
94.94
1398
132820.11
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
48.64
1407
68468.58
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
169.74
1407
238936.21
... More
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using IRC size HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Box Culvert as per clause 1000, 1500, 1700, 2100, 2200 & 2702 of MORTH Vth Revision
-
-
-
... More
1.1) Widening of Box Culvert (2.00m x 1.50m) at km 57/4
19.24
677
13033.18
... More
1.2) Widening of Box Culvert (2.00m x 1.50m) at km 59/10
13
675
8779.55
... More
1.3) Widening of Box Culvert (2.00m x 1.50m) at km 60/4
15.86
675
10715.65
... More
1.4) Reconstruction of Box Culvert (1.50m x 1.50m) at km 52/2, 52/6
77.2
673
52008.87
... More
1.5) Reconstruction of Box Culvert (2.00m x 2.00m) at km 51/10, 52/8, 53/2, 54/4, 58/2,58/10, 60/4(ii).
351.26
675
237325.31
... More
1.6) Construction of Box Culvert (2.00m x 2.00m ) at km 59/4 & 59/8
100.36
675
67778.13
... More
1.7) Reconstruction of Box Culvert (3.00m x 2.00m) at km 55/2
71.41
676
48310.29
... More
1.8) Reconstruction of Box Culvert (1.50m x 1.50m) at Branch road at km km 55/8(LS), 55/8(RS), 56/0(RS), 56/8(RS), 57/4(RS), 57/4(LS), 59/0(LS), 60/4 (LS) & 60/8(RS)
235.8
676
159523.42
... More
Providing and fixing of M.S Gratings of 300 x 200 mm size with M.S flats of 25x10 mm for outer frames, 20x10 mm for inner braces with mild steel grating and fixing them in position as directed by Departmental Officers etc.,Complete.
-
-
-
... More
1.9) Construction of Drain at km 51/858-52/430 (RS) & km 53/0-53/2 (BS)
194
569
110386
... More
1.10) Construction of Drain at km 59/200-60/200
228
569
129732
... More
Supply and fixing of extra heavy duty 750mm dia FRC manhole cover and 750mm dia clear opening manhole frame as per IS 12592:2002 on Top slab of drain including all incidental charges etc., complete
-
-
-
... More
1.9) Construction of Drain at km 51/858-52/430 (RS) & km 53/0-53/2 (BS)
97
2971
288187
... More
1.10) Construction of Drain at km 59/200-60/200
114
2971
338694
... More
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG 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 for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
17627.48
493
8706388.65
... More
Removing and refixing the existing Center median of size 0.610 m at bottom 0.250 m at middle 0.150 at top and to a height of 0.860 m and length of 1.00m including labour charges, Machinary charges and all other Incidental charges etc., complete as directed by the departmental officers etc.,complete
-
-
-
... More
1.11) Providing Junction Improvements At Km 52/8 (LHS), 52/8 (RHS), 53/4 (LHS), 53/10 (RHS), 55/8 (LHS), 55/8 (RHS), 55/10 (RHS), 56/8 (RHS), 57/4 (RHS), 57/4 (LHS), 57/8 (RHS), 58/2 (RHS), 59/6 (I) (LHS), 59/6 (II) LHS), 59/8 (RHS), 60/4 (LHS), 60/8 (RHS) And Kerb Type Center Median At Km 51/650 - 60/8
800
248
199088
... More
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 streaks and holes etc., complete as per MORT&H Specification No.803.
-
-
-
... More
1.16) Providing Road Furniture at km 51/650 - 60/8
8763.18
890
7799230.2
... More
Providing and fixing reflective road studs of 'Category A' Raised pavement markers made out of poly carbonate/methyl methecrylate/ABS moulded boby 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 15mm, 90mm and 100mm and with minimum reflective area of 13sq.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 MORH circular. The strength of detachment of the intergrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and 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 D2480 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., Complete.(Road Marker / Road Stud with Lens Reflector)
-
-
-
... More
1.16) Providing Road Furniture at km 51/650 - 60/8
7605
480
3650400
... More
Providing and erecting of Retro-Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to type IV standards of IRC: 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, 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- refective sheeting shall be covered under 7 year warrenty issued for field perfomance and a certified copy of three years outdoor exposer report shall be obtained as per IRC 67-2012.( As per MORT&H Specification No:801) (With definition board - Type IV )
-
-
-
... More
1.16 )Providing Road Furniture at km 51/650 - 60/8 Cautionary Signs, Triangular (Size 900 mm side).
185
6900
1276500
... More
1.16 )Mandatory Signs,(Size 900 mm side). STOP
28
9976
279328
... More
1.16 )Mandatory Signs, (Size 600 mm side). Circle
40
6283
251320
... More
1.16 )Rectangular Size. (600 X 450 mm ).
12
6087
73044
... More
1.16 )Rectangular Size. (800 X 600 mm ). For Bus Shelter
10
8120
81200
... More
Providing and erecting of Retro-Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to type IV standards of IRC: 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, 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- refective sheeting shall be covered under 7 year warrenty issued for field perfomance and a certified copy of three years outdoor exposer report shall be obtained as per IRC 67-2012.( As per MORT&H Specification No:801) (Without definition board - Type IV )
-
-
-
... More
1.16 )Providing Road Furniture at km 51/650 - 60/8 Chevron board (800mm x 600mm Rectangular size).
105
6349
666645
... More
Direction and Place Identification Signs - Type - IV providing and erecting Direction and place Identification Retro- Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956 -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less 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 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 consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be converd under 7 year warrantly 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 area more than 0.90 Sqm
-
-
-
... More
1.16 )Providing Road Furniture at km 51/650 - 60/8 Rectangular Size. (1200 X 900 mm ).
17.28
11805
203990.4
... More
1.16 )Rectangular Size. (1500 X 1200 mm ). For Direction and Place Identification
91.8
11805
1083699
... More
Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thickAluminium 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. Micro Prismatic grade Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro- reflective sheeting shall be covered under 10 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 0.90 Sqm)
-
-
-
... More
1.16 )Providing Road Furniture at km 51/650 - 60/8 Rectangular Size. (2400 X 1800 mm ). For road safety slogan
86.4
14355
1240272
... More
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 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) (30cm X 90cm Rectangular
-
-
-
... More
1.16 )Providing Road Furniture at km 51/650 - 60/8 Hazard Marker on Bridges/culverts
101
4000
404000
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Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 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 MoRT&H specification No.801).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and 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.
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1.16 )Providing Road Furniture at km 51/650 - 60/8
4
540490
2161960
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Providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards.The retro-reflective sheeting shall be covered under 10 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 MoRT&H specification No.801).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and 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.of size 12.00 m X 1.8 m (Digitally Printed Retro Reflectorized Over Head Cantilever Gantry Informatory Sign Board of size 12.00m X 1.80m)
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1.16 )Providing Road Furniture at km 51/650 - 60/8
2
1015160
2030320
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Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature.The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retro reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc., The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer as diredted by the departmental Engineer etc.,complete
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1.16 )Providing Road Furniture at km 51/650 - 60/8
4552
1980
9012960
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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 Zing mass or 550 gms / sqm minimum 950 mm above road/ ground level fixed on ISMC series channal vertical post 150 X 75 X 5 mm spaced 2 m center to center 312mm X 83mm flange width X 3 mm thick , 4318 mm long post directly embedded in the concrete (M 15) pit size 350 X 350 X 800 mm for a depth of 750 mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS : 1367 clause 4.60 all complete as per Technical specification and as directed by the Engineer- in- incharge
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1.16 )Providing Road Furniture at km 51/650 - 60/8
458
6500
2977000
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Suplying and installation of Delineators (Roadway indicators, hazard markers, object markers).80-100 cm above gound level, painted at alternatively Black and White in 15cm. Wide strips, fitted with 80x100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC : 79 etc complete ( as per MORT & H specification No: 806)
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1.16 )Providing Road Furniture at km 51/650 - 60/8
90
2400
216000
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Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete as directed by the Engineer- in- incharge
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1.16 )Providing Road Furniture at km 51/650 - 60/8
18
2197
39546
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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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-
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1.16 )Providing Road Furniture at km 51/650 - 60/8
74
574
42524.1
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Supply and fixing of Boundary stone of standard design and drawing as per IRC:25-1967, including painting and numbering etc., and all other incidental charges etc., complete as directed by the Engineer- in- incharge
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1.16 )Providing Road Furniture at km 51/650 - 60/8
92
1107
101844
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Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.
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1.16 )Providing Road Furniture at km 51/650 - 60/8
37
25000
925000
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
1
424103820
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Add GST at 18%
1
76338688
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Total Value put to Tender
1
500442508
-
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Negotiated Percentage
1
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-
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Final Negotiated Value
1
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-
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Add GST at 18% of Final Negotiated Value
1
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
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-
424103820
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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