Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Road Construction
Eprocure
Opening Date13 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 15,16,40,000
Costs
EMD
₹ 7,69,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Widening From Sl To Il And Strengthening Of Thiyagadurgam-sankarapuram Road At Km 16/0-26/960 (odr) Including Reconstruction Of Culverts, And Construction Of Retaining Wall And Road
Description
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Contact
Tender Id
2025_MoRTH_853140_1Tender No
TN.No.08/2024-25/Dt.10.03.2025Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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BOQ Items
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HGS SS.20.B. Earth work excavation and deposting on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, slags, muram, gravel stoney earth mixed with small size boulders.
13020.16
123
1604864.92
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Construction of granular Gr-V 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 soil compactor to achieve the desired density, complete as per clause 401
4411.71
1939
8556158.61
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
5736.76
2147
12321642.6
... 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 perClause 502 of MORTH Rev-5
23820.82
83
1989038.47
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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
23820.82
19
465697.03
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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 perClause 503 of MORTH Rev-5
41300.42
27
1141543.61
... More
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm 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. (Grade - I in two layers)
2144.16
9936
21305295.75
... More
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20 - 30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 (Grade - II)
2072.9
10760
22305274.62
... 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 VG30 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
1942.25
11731
22785408.76
... 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 department engineers.
1764.52
26
46971.52
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RCC BOX CULVERTS
-
-
-
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Dismantling the existing CC concrete in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete.
1
-
-
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at Km 17/6
5.92
486
2878.3
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at Km 17/8
5.92
486
2878.3
... More
at Km 17/10 (i) & (ii)
11.44
486
5562.13
... More
at Km 18/2
5.92
486
2878.3
... More
at Km 18/8
0.45
486
218.79
... More
at Km 19/4
0.45
486
218.79
... More
at Km 19/8 (ii)
0.45
486
218.79
... More
at Km 19/10
0.45
486
218.79
... More
at Km 20/6
5.37
486
2610.89
... More
at Km 20/8
0.45
486
218.79
... More
at Km 21/2
0.45
486
218.79
... More
at Km 21/4
0.45
486
218.79
... More
at Km 21/6
11
486
5348.2
... More
at Km 22/10
0.45
486
218.79
... More
at Km 23/6
0.45
486
218.79
... More
at Km 23/10
0.45
486
218.79
... More
at Km 24/2 (i)
5.37
486
2610.89
... More
at Km 24/2 (ii)
0.45
486
218.79
... More
at Km 24/4
0.45
486
218.79
... More
at Km 24/6
5.53
486
2688.69
... More
at Km 25/2
0.45
486
218.79
... More
at Km 25/4
0.68
486
330.62
... More
at Km 25/6
0.45
486
218.79
... More
at Km 25/10
0.45
486
218.79
... More
at Km 26/2
0.45
486
218.79
... More
at Km 26/4
5.37
486
2610.89
... More
at Km 26/6 (ii)
0.45
486
218.79
... More
at Km 26/10
0.45
486
218.79
... More
Dismantling the the existing RR Masonary in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
1
-
-
... More
at Km 18/8
11.76
283
3329.73
... More
at Km 19/4
13.97
283
3955.47
... More
at Km 19/8 (ii)
11.76
283
3329.73
... More
at Km 19/10
11.76
283
3329.73
... More
at Km 20/8
11.76
283
3329.73
... More
at Km 21/2
11.76
284
3341.49
... More
at Km 21/4
11.76
283
3329.73
... More
at Km 22/10
11.76
283
3329.73
... More
at Km 23/6
9.56
283
2706.82
... More
at Km 23/10
11.76
283
3329.73
... More
at Km 24/2 (ii)
11.76
283
3329.73
... More
at Km 24/4
11.76
283
3329.73
... More
at Km 25/2
11.76
283
3329.73
... More
at Km 25/6
11.76
283
3329.73
... More
at Km 25/10
11.76
283
3329.73
... More
at Km 26/2
11.76
283
3329.73
... More
at Km 26/6 (ii)
11.76
283
3329.73
... More
at Km 26/10
11.76
283
3329.73
... More
Dismantling the existing RCC 600mm dia Pipe including all labour and other incidental charges etc., complete.
1
-
-
... More
at Km 17/4
7.5
486
3646.5
... More
at Km 17/6
7.5
486
3646.5
... More
at Km 17/8
7.5
486
3646.5
... More
at Km 17/10 (i) & (ii)
15
486
7293
... More
at Km 18/2
7.5
486
3646.5
... More
at Km 19/8 (i)
7.5
486
3646.5
... More
Dismantling the existing RCC 1000mm dia Pipe including all labour and other incidental charges etc., complete.
1
-
-
... More
at Km 20/6
7.5
486
3646.5
... More
at Km 24/2 (i)
7.5
486
3646.5
... More
at Km 26/4
7.5
486
3646.5
... More
Dismantling the existing RCC 900mm dia Pipe including all labour and other incidental charges etc., complete.
1
-
-
... More
at Km 21/6
45
486
21879
... More
at Km 24/6
7.5
486
3646.5
... More
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
1
-
-
... More
at Km 17/4
96.99
290
28127.1
... More
at Km 17/6
91.07
290
26410.3
... More
at Km 17/8
91.07
290
26410.3
... More
at Km 17/10 (i) & (ii)
154.18
290
44712.2
... More
at Km 18/2
91.07
290
26410.3
... More
at Km 18/8
86.9
290
25201
... More
at Km 19/4
84.69
290
24560.1
... More
at Km 19/8 (i)
96.99
290
28127.1
... More
at Km 19/8 (ii)
86.9
290
25201
... More
at Km 19/10
86.9
290
25201
... More
at Km 20/6
87.85
290
25476.5
... More
at Km 20/8
86.9
290
25201
... More
at Km 21/2
86.9
290
25201
... More
at Km 21/4
86.9
290
25201
... More
at Km 21/6
222.98
290
64664.2
... More
at Km 22/10
86.9
290
25201
... More
at Km 23/6
89.1
290
25839
... More
at Km 23/10
239.38
290
69420.2
... More
at Km 24/2 (i)
87.85
290
25476.5
... More
at Km 24/2 (ii)
86.9
290
25201
... More
at Km 24/4
86.9
290
25201
... More
at Km 24/6
88.81
290
25754.9
... More
at Km 25/2
86.9
290
25201
... More
at Km 25/4
75.67
290
21944.3
... More
at Km 25/6
86.9
290
25201
... More
at Km 25/10
86.9
290
25201
... More
at Km 26/2
86.9
290
25201
... More
at Km 26/4
87.85
290
25476.5
... More
at Km 26/6 (ii)
86.9
290
25201
... More
at Km 26/10
86.9
290
25201
... More
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT
1
-
-
... More
at Km 17/4
7.73
6208
47987.84
... More
at Km 17/6
7.73
6220
48080.6
... More
at Km 17/8
7.73
6220
48080.6
... More
at Km 17/10 (i) & (ii)
12.02
6220
74764.4
... More
at Km 18/2
7.73
6220
48080.6
... More
at Km 18/8
7.73
6208
47987.84
... More
at Km 19/4
7.73
6208
47987.84
... More
at Km 19/8 (i)
7.73
6197
47902.81
... More
at Km 19/8 (ii)
7.73
6197
47902.81
... More
at Km 19/10
7.73
6197
47902.81
... More
at Km 20/6
7.73
6185
47810.05
... More
at Km 20/8
7.73
6185
47810.05
... More
at Km 21/2
7.73
6185
47810.05
... More
at Km 21/4
7.73
6185
47810.05
... More
at Km 21/6
12.39
6173
76483.47
... More
at Km 22/10
7.73
6160
47616.8
... More
at Km 23/6
7.73
6146
47508.58
... More
at Km 23/10
12.39
6146
76148.94
... More
at Km 24/2 (i)
7.73
6146
47508.58
... More
at Km 24/2 (ii)
7.73
6146
47508.58
... More
at Km 24/4
7.73
6146
47508.58
... More
at Km 24/6
7.73
6132
47400.36
... More
at Km 25/2
7.73
6132
47400.36
... More
at Km 25/4
3.57
6132
21891.24
... More
at Km 25/6
7.73
6119
47299.87
... More
at Km 25/10
7.73
6119
47299.87
... More
at Km 26/2
7.73
6119
47299.87
... More
at Km 26/4
7.73
6119
47299.87
... More
at Km 26/6 (ii)
7.73
6105
47191.65
... More
at Km 26/10
7.73
6105
47191.65
... 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 CELL BOX
1
-
-
... More
at Km 17/4
24.96
12215
304886.4
... More
at Km 17/6
24.96
12227
305185.92
... More
at Km 17/8
24.96
12227
305185.92
... More
at Km 17/10 (i) & (ii)
49.91
12227
610249.57
... More
at Km 18/2
24.96
12227
305185.92
... More
at Km 18/8
24.96
12215
304886.4
... More
at Km 19/4
24.96
12215
304886.4
... More
at Km 19/8 (i)
24.96
12203
304586.88
... More
at Km 19/8 (ii)
24.96
12203
304586.88
... More
at Km 19/10
24.96
12203
304586.88
... More
at Km 20/6
24.96
12192
304312.32
... More
at Km 20/8
24.96
12192
304312.32
... More
at Km 21/2
24.96
12192
304312.32
... More
at Km 21/4
24.96
12192
304312.32
... More
at Km 21/6
63.14
11239
709630.46
... More
at Km 22/10
24.96
12166
303663.36
... More
at Km 23/6
24.96
12153
303338.88
... More
at Km 23/10
63.14
11212
707925.68
... More
at Km 24/2 (i)
24.96
12031
300293.76
... More
at Km 24/2 (ii)
24.96
12031
300293.76
... More
at Km 24/4
24.96
12031
300293.76
... More
at Km 24/6
24.96
12017
299944.32
... More
at Km 25/2
24.96
12017
299944.32
... More
at Km 25/4
13.62
12017
163671.54
... More
at Km 25/6
24.96
12003
299594.88
... More
at Km 25/10
24.96
12003
299594.88
... More
at Km 26/2
24.96
12003
299594.88
... More
at Km 26/4
24.96
12003
299594.88
... More
at Km 26/6 (ii)
24.96
11990
299270.4
... More
at Km 26/10
24.96
11990
299270.4
... More
Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, Fe-500 grade-1 MT. For bars upto 16mm dia.
1
-
-
... More
at Km 17/4
2
95610
191220
... More
at Km 17/6
2
95610
191220
... More
at Km 17/8
2
95610
191220
... More
at Km 17/10 (i) & (ii)
4
95610
382440
... More
at Km 18/2
2
95610
191220
... More
at Km 18/8
2
95610
191220
... More
at Km 19/4
2
95610
191220
... More
at Km 19/8 (i)
2
95610
191220
... More
at Km 19/8 (ii)
2
95610
191220
... More
at Km 19/10
2
95610
191220
... More
at Km 20/6
2
95610
191220
... More
at Km 20/8
2
95610
191220
... More
at Km 21/2
2
95610
191220
... More
at Km 21/4
2
95610
191220
... More
at Km 21/6
4.1
95610
392096.61
... More
at Km 22/10
2
95610
191220
... More
at Km 23/6
2
95610
191220
... More
at Km 23/10
4.1
95610
392096.61
... More
at Km 24/2 (i)
2
95610
191220
... More
at Km 24/2 (ii)
2
95610
191220
... More
at Km 24/4
2
95610
191220
... More
at Km 24/6
2
95610
191220
... More
at Km 25/2
2
95610
191220
... More
at Km 25/4
0.91
95610
86909.49
... More
at Km 25/6
2
95610
191220
... More
at Km 25/10
2
95610
191220
... More
at Km 26/2
2
95610
191220
... More
at Km 26/4
2
95610
191220
... More
at Km 26/6 (ii)
2
95610
191220
... More
at Km 26/10
2
95610
191220
... More
Providing and fixing of PVC Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete
1
-
-
... More
at Km 17/4
1
177
177.5
... More
at Km 17/6
2
177
355
... More
at Km 17/8
2
177
355
... More
at Km 17/10 (i) & (ii)
4
177
710
... More
at Km 18/2
2
177
355
... More
at Km 18/8
2
177
355
... More
at Km 19/4
2
177
355
... More
at Km 19/8 (i)
2
177
355
... More
at Km 19/8 (ii)
2
177
355
... More
at Km 19/10
2
177
355
... More
at Km 20/6
2
177
355
... More
at Km 20/8
2
177
355
... More
at Km 21/2
2
177
355
... More
at Km 21/4
2
177
355
... More
at Km 21/6
2
177
355
... More
at Km 22/10
2
177
355
... More
at Km 23/6
2
177
355
... More
at Km 23/10
2
177
355
... More
at Km 24/2 (i)
2
177
355
... More
at Km 24/2 (ii)
2
177
355
... More
at Km 24/4
2
177
355
... More
at Km 24/6
2
177
355
... More
at Km 25/2
2
177
355
... More
at Km 25/4
1
177
177.5
... More
at Km 25/6
2
177
355
... More
at Km 25/10
2
177
355
... More
at Km 26/2
2
177
355
... More
at Km 26/4
2
177
355
... More
at Km 26/6 (ii)
2
177
355
... More
at Km 26/10
2
177
355
... More
Vibrated Cement Concrete of Grade M-20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS AND PARAPETS
1
-
-
... More
at Km 17/4
22.4
8806
197254.4
... More
at Km 17/6
22.4
8817
197500.8
... More
at Km 17/8
22.4
8817
197500.8
... More
at Km 17/10 (i) & (ii)
44.07
8817
388565.19
... More
at Km 18/2
22.4
8817
197500.8
... More
at Km 18/8
22.4
8806
197254.4
... More
at Km 19/4
22.4
8806
197254.4
... More
at Km 19/8 (i)
22.4
8794
196985.6
... More
at Km 19/8 (ii)
22.4
8794
196985.6
... More
at Km 19/10
22.4
8794
196985.6
... More
at Km 20/6
22.4
8817
197500.8
... More
at Km 20/8
22.4
8782
196716.8
... More
at Km 21/2
22.4
8782
196716.8
... More
at Km 21/4
22.4
8782
196716.8
... More
at Km 21/6
37.56
8331
312912.36
... More
at Km 22/10
22.4
8757
196156.8
... More
at Km 23/6
22.4
8743
195843.2
... More
at Km 23/10
37.56
8304
311898.24
... More
at Km 24/2 (i)
22.4
8743
195843.2
... More
at Km 24/2 (ii)
21.75
8743
190160.25
... More
at Km 24/4
22.4
8743
195843.2
... More
at Km 24/6
22.4
8730
195552
... More
at Km 25/2
22.4
8730
195552
... More
at Km 25/4
18.77
8730
163862.1
... More
at Km 25/6
22.4
8716
195238.4
... More
at Km 25/10
22.4
8716
195238.4
... More
at Km 26/2
22.4
8716
195238.4
... More
at Km 26/4
22.4
8716
195238.4
... More
at Km 26/6 (ii)
22.4
8702
194924.8
... More
at Km 26/10
22.4
8702
194924.8
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 Kg/sqm on the Concrete surface cleaded with mechanical broom all complete as per Technical Specification MoRTH-503
1
-
-
... More
at Km 17/4
8.8
22
195.1
... More
at Km 17/6
8.8
22
195.1
... More
at Km 17/8
8.8
22
195.1
... More
at Km 17/10 (i) & (ii)
17.6
22
390.19
... More
at Km 18/2
8.8
22
195.1
... More
at Km 18/8
8.8
22
195.1
... More
at Km 19/4
8.8
22
195.1
... More
at Km 19/8 (i)
8.8
22
195.1
... More
at Km 19/8 (ii)
8.8
22
195.1
... More
at Km 19/10
8.8
22
195.1
... More
at Km 20/6
8.8
22
195.1
... More
at Km 20/8
8.8
22
195.1
... More
at Km 21/2
8.8
22
195.1
... More
at Km 21/4
8.8
22
195.1
... More
at Km 21/6
21.12
22
468.23
... More
at Km 22/10
8.8
22
195.1
... More
at Km 23/6
8.8
22
195.1
... More
at Km 23/10
21.12
22
468.23
... More
at Km 24/2 (i)
8.8
22
195.1
... More
at Km 24/2 (ii)
8.8
22
195.1
... More
at Km 24/4
8.8
22
195.1
... More
at Km 24/6
8.8
22
195.1
... More
at Km 25/2
8.8
22
195.1
... More
at Km 25/4
5.95
22
131.91
... More
at Km 25/6
8.8
22
195.1
... More
at Km 25/10
8.8
22
195.1
... More
at Km 26/2
8.8
22
195.1
... More
at Km 26/4
8.8
22
195.1
... More
at Km 26/6 (ii)
8.8
22
195.1
... More
at Km 26/10
8.8
22
195.1
... More
Providing and laying Bituminous concrete using VG-40 with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder as specified by Job Mix Formula (JMF) by weight of total mix and filler, transporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects. Grading I 50mm thik
1
-
-
... More
at Km 17/4
0.44
11557
5085.31
... More
at Km 17/6
0.44
11557
5085.31
... More
at Km 17/8
0.44
11557
5085.31
... More
at Km 17/10 (i) & (ii)
0.88
11557
10170.62
... More
at Km 18/2
0.44
11557
5085.31
... More
at Km 18/8
0.44
11557
5085.31
... More
at Km 19/4
0.44
11557
5085.31
... More
at Km 19/8 (i)
0.44
11557
5085.31
... More
at Km 19/8 (ii)
0.44
11557
5085.31
... More
at Km 19/10
0.44
11557
5085.31
... More
at Km 20/6
0.44
11557
5085.31
... More
at Km 20/8
0.44
11557
5085.31
... More
at Km 21/2
0.44
11557
5085.31
... More
at Km 21/4
0.44
11557
5085.31
... More
at Km 21/6
1.06
11557
12250.97
... More
at Km 22/10
0.44
11557
5085.31
... More
at Km 23/6
0.44
11557
5085.31
... More
at Km 23/10
1.06
11557
12250.97
... More
at Km 24/2 (i)
0.44
11557
5085.31
... More
at Km 24/2 (ii)
0.44
11557
5085.31
... More
at Km 24/4
0.44
11557
5085.31
... More
at Km 24/6
0.44
11557
5085.31
... More
at Km 25/2
0.44
11557
5085.31
... More
at Km 25/4
0.3
11557
3467.26
... More
at Km 25/6
0.44
11557
5085.31
... More
at Km 25/10
0.44
11557
5085.31
... More
at Km 26/2
0.44
11557
5085.31
... More
at Km 26/4
0.44
11557
5085.31
... More
at Km 26/6 (ii)
0.44
11557
5085.31
... More
at Km 26/10
0.44
11557
5085.31
... More
RCC PIPE CULVERTS
-
-
-
... More
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing,clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of body wall and pipes
1
-
-
... More
at Km 18/4
12.35
246
3044.03
... More
at Km 20/2
5.8
246
1429.82
... More
Plain cement concrete M10 grade using 40mm ISS HBG metal including cost and conveyance of all materials from approved quary to work site including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, 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 as per standard specification for levelling course below the body wall.
1
-
-
... More
at Km 18/4
2.06
5545
11422.89
... More
at Km 20/2
0.97
5521
5356.03
... More
Vibrated Reinforced cement concrete of grade M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, 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 as per standard specification for levelling course below the body wall
1
-
-
... More
at Km 18/4
19.04
8912
169692.48
... More
at Km 20/2
9.55
9067
86597.97
... More
Supply of 1000mm di aRCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.
1
-
-
... More
at Km 18/4
10
4276
42768
... More
at Km 20/2
2.5
4276
10692
... More
Laying and Fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes.
1
-
-
... More
at Km 18/4
10
266
2662
... More
at Km 20/2
2.5
266
665.5
... More
Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, lamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc., complete as per standard specification.
1
-
-
... More
at Km 18/4
21.25
357
7595.81
... More
at Km 20/2
9.99
345
3449.92
... More
Dismantling the existing CC concrete in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete.
1
-
-
... More
at Km 18/4
4.23
486
2054.68
... More
at Km 20/2
0.74
486
357.36
... More
DOUBLE CELL RCC BOX CULVERTS
-
-
-
... More
Dismantling the existing CC concrete in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete.
1
-
-
... More
at Km 19/2
1.13
486
549.41
... More
at Km 21/8
1.13
486
549.41
... More
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
1
-
-
... More
at Km 19/2
40.84
290
11843.6
... More
at Km 21/8
34.72
290
10068.8
... More
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT
1
-
-
... More
at Km 19/2
8.15
6208
50595.2
... More
at Km 21/8
4.6
6173
28395.8
... 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 CELL BOX
1
-
-
... More
at Km 19/2
23.05
12215
281555.75
... More
at Km 21/8
16.71
11239
187803.69
... More
Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, Fe-500 grade-1 MT. For bars upto 16mm dia.
1
-
-
... More
at Km 19/2
2.03
95610
193610.25
... More
at Km 21/8
1.68
95610
160242.36
... More
Providing and fixing of pvc Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete
1
-
-
... More
at Km 19/2
2
177
355
... More
at Km 21/8
2
177
355
... More
Vibrated Cement Concrete of Grade M-20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS AND PARAPETS
1
-
-
... More
at Km 19/2
14.52
8806
127863.12
... More
at Km 21/8
13.27
8331
110552.37
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 Kg/sqm on the Concrete surface cleaded with mechanical broom all complete as per Technical Specification MoRTH503
1
-
-
... More
at Km 19/2
10.65
22
236.11
... More
at Km 21/8
9.3
22
206.18
... More
Providing and laying Bituminous concrete using CRMB with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder as specified by Job Mix Formula(JMF) by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects - Grading II
1
-
-
... More
at Km 19/2
0.53
11557
6125.49
... More
at Km 21/8
0.47
11557
5432.03
... More
RETAINING WALL AT KM 25/10
-
-
-
... More
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing,clearing up the site and disposal of all surplus materials etc., complete for Foundation of PCC Retaining Walls.
156
246
38457.12
... More
Vibrated Cement Concrete of Grade M20 (Nominal mix 1:1.5:3) using 40 mm ISS size HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, for Base slab of PCC Retaining wall.
39
6195
241605
... More
Vibrated Cement Concrete of Grade M20 (Nominal mix 1:1.5:3) using 40 mm ISS size HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, Stem of PCC Retaining wall.(below sill)
80.73
7470
603053.1
... More
Vibrated Cement Concrete of Grade M20 (Nominal mix 1:1.5:3) using 40 mm ISS size HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete, for Stem of Retaining Wall. (Above sill)
98.02
8571
840185.29
... More
Vibrated Cement Concrete of Grade M15 (Nominal mix 1:2:4) using 40 mm ISS size HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete, Parapet Wall.
10.53
7625
80300.31
... More
Providing and fixing PVC seepage pipes of Class I type of 100 mm dia. of required lengths for Retaining Walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill in Retaining walls.
52
177
9230
... More
Refilling with excavated soil for Retaining Walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill in Retaining walls.
203.3
42
8711.41
... More
ROAD FURNITURE AT KM 16/0 - 26/960
-
-
-
... 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 from streaks and holes etc., complete as per MoRT8H specification No. 803
575.25
890
511972.5
... More
Providing and fixing reflective road studs of 'category A’ Raised pavement markers made out of poly carbonate / methyl methacrylate/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
970
480
465600
... 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 25mmx3 mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 .( as per MoRT&H Specification No.801)
1
-
-
... More
60 cm equilateral triangle
150
3228
484200
... More
60 cm circular
22
4513
99286
... More
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 thickAluminium sheet fixed over a back supporting frame of 25mmx 25mmx 3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 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) Rate per sqm ( for sign having area upto 0.9 sqm) Type-IV
27
11491
310257
... More
Providing RCC M15 grade precast KM stone of standard design as per IRC 9-1980 and fixing in position including painting printing etc. complete (as per MORTH specification No.804)
11
2197
24167
... More
Providing RCC M15 grade precast HM stone of standard design as per IRC 9-1980 and fixing in position including painting printing etc. complete (as per MORTH specification No.804)
44
574
25284.6
... 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.,
236
1220
287971.92
... More
RCC DRAIN AT KM 26/6 - 26/10
-
-
-
... More
Earthwork excavation in all classes of soil except hard rock requiring plasting and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etf., complete as per relevant standrd specification for storm water drain as per 304 of MORT&H specification.
577.62
289
167145.9
... More
Plain cement concrete M10 (1:4:8 Nominal mix) grade using 20mm. ISS HBG metal including cost and conveyance of all materials to side, including cost of form work and centering, labour charge for mixing, laying, compacting, working in depth including hire and fuel charges for all tools and plants and other incidental charges etc., complete for storm water drain as per 1500, 1700 and 2100 of MORT&H specification (IVth revision).
44.43
5430
241265.12
... More
Vibrated Reinforced cement concrete of grade M25 (Design mix) using 25mm & 6mm ISS HBG metal including cost and conveyance of all materials to site cost and cost of cement at site but excluding cost and fabrication of steel ,including cost of form work soft water labour charges for mixing transporting laying curing concrete ,working at heights for mixing transporting laying curing concrete, working at heights soft water ,hire charges for complete as per 1500, 1600, 1700, 1900, &2200 of MORT&H revision of relevant standard specification for bottom slab, side walls & cover slab.
1
-
-
... More
(A)
188.84
11967
2259923.82
... More
(B)
77.76
11922
927074.16
... More
Supplying and fabrication of Fe-500 (HYSD BAR) steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting bending tying grills, overlapping to the required length including cost of binding wire of spacer bars, cover blocks and all other incidental charges etc complete as per 1600 & 1900 MORT & H IV revision of relevant standard specification
10.27
95610
981914.7
... More
Providinf and fixing 160mm dia PVC PIPES of required length for side wall including grating arrengements including cost and conveyance od all materials to work site and labour charges for fixing etc., complete to drain the back fill as per standard specification. (At 5m interval).
22.22
419
9325.73
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
128508576
-
... More
GST 18% for above SubTotal Amount
1
23131543
23131543.74
... More
Total in Figures (SubTotal + GST)
-
-
151640120.1
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