Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2022
Closing Date26 Sep 2022
Tender Amount₹ 89,59,88,000
Costs
EMD
₹ 1,79,20,000Document Cost
₹ 1,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MoRTH_709060_1Bid Award Id
ViewTender No
TN.No.09/DO/NH/2022/Dt. 25.08.2022Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
Renewal of stretches from Km 24/700 -32/200 (Panruti Bypass), Km 49/050-54/750 (Vadalur Bypass), Km 60/800-70/000 (Pinalur Bypass), Km 99/540 - 104/030, Km 105/700 - 108/160, Km112/160 - 114/700, 120/800 - 121/330 and Km 128/740 - 164/600 of Vickravandi
Renewal of stretches from Km 24/700 -32/200 (Panruti Bypass), Km 49/050-54/750 (Vadalur Bypass), Km 60/800-70/000 (Pinalur Bypass), Km 99/540 - 104/030, Km 105/700 - 108/160, Km112/160 - 114/700, 120/800 - 121/330 and Km 128/740 - 164/600 of Vickravandi
BOQ Items
Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including pre-mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achiever the desired density as per clause 406 MORT & H Vth specification (For low lying and sunken portions)
36888.75
-
2719.58
Providing and applying Prime Coat over the prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.70 kgs/sqm using mechanical means as per clause 502 MORT&H Vth Revision Specification over WMM
147555
-
43.08
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom.
147555
-
18.22
Providing and applying tack coat with Emulsion bitumen (RS1) using pressure distributor at the rate of 0.25 Kg/sqm over existing BT Surface.
195465
-
18.22
Providing and laying Dense Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No.505, MORT&H Rev-5 111, 112, 505, 900 - Grading II
8201.81
-
11641.43
Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stockpiling the reclaimed material near the central recucling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517. - BC Milling
3155.04
-
9261.74
Recycling Pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling, stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejunevators as required, mixing in hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness all as specified in clause 517. - DBM Milling
4008.71
-
11058.34
Bituminous concrete (Table 500-10) Providing and laying Bituminous concrete with Hot Mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade level and alignment rolling as per clause 501.6 and 501.7 to achieve the desired compaction clause No.507 as per MORT&H specification complete in all respects..(gr.I)
10565.76
-
12869.52
Construction of sub grade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification- GRAVEL
16008.51
-
789.04
Road marking with hot applied Thermoplastic compound with reflectorising glass beads on bituminous surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT & H specifications No. 803
14089
-
890
Providing and fixing reflective road studs of category B' Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels(bi-convex reflectors) with micro prismatic lens capable of providing total internal reflections 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.11-6-97 and the length, height ad width of the body shall not be less than100mm 15mm and 90mm and base of marker shall be flat within 1.3mmm. The marker shall support a load of 13635kg tested in accaordance with ASTM D4280.Lenses shall be moulded of Polycarbonate or methy methecrylate conforming to ASTM D788/. The area of each retro-reflectory surface shall not be less than 13.0sqm.
10210
-
480
Providing and Fixing of Reflective Cautionary, mandatory and Informatory signs (with or without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to IRC 67- 2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm and requried letters and figures with reflective tape engineering grade as per clause 1701.39 of MORD for rural roads of requried shade and colour supported and welded on 47mm X 47mm X 12mm SWG sheet tube firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 450 +450+600 mm600mm below ground level as per approved drawing clause 1701.22 as directed by engineer in-charge.(with out definition board) - 60*45 cm rectangular. (cheveron board)
460
-
4316
Providing and fixing 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 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 botttom 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 45cmx 45cmx60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in the 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 7year warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) (90 cm Equilateral triangle Board)
121
-
5126
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 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) ii) Rate per sqm (for sign having area more than 0.9 sqm) Type-IV
131.76
-
11805
Providing and erecting Single sided Double Guard metal beam crash barrier system 1.80m high, comprising of 3mm thick all 'W' beams, posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360. And dip galvanized having Zinc mass of 550 gms / Sqm. minimum 95mm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm. spaced 2mtr centre to centre, 312mm x 83mm flange width x 3mm thick, 4318mm long. Post directly embedded in the concrete (M15) pit sixe 350 x 350 x 800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS : 1367 clause 4.6 all complete as per Technical specifications and as directed by the Engineer-in-charge.
760
-
6500
Construction of Drain: Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Drain
21840
-
92.35
Providing quarry fines below cement concrete 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 foundation.for foundation of drain
1680
-
3346.65
Vibrated cement concrete of grade M10 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevant standard specifications for foundation
1680
-
6552.34
Vibrated Reinforced Cement Concrete M 20(Design Mix) grade using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Drain walls & L Base slab
7140
-
8265.05
Vibrated Reinforced Cement Concrete M 25(Design Mix) grade using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Cover slab
2116.41
-
8724.12
Supply and fabrication of Tor steel grade S-415 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 overlapping to the required length whenever 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
747.5
-
82525.14
Providing and fixing 160mm dia PVC PIPES of required length for Side Wall including grating arrangements including cost and conveyance of all materials to worksite,, and labour charges for fixing etc.,complete to drain the back fill as pe standard specification
1050
-
399.8
Supplying and fixing of Reinforced Cement Concrete Man hole cover 750mm x 750mm with frames as per IRC 50-1979 as directed by the Departmental officers including labour charges for fixing at every intervals of 5m along the drain including all other incidental charges etc., complete
1050
-
2942
Reconstruction of Box Culvert of 2.0m x 2.0m at Km. 141/2 ,Km 153/6,Km157/4: Dismantling the the existing Plain Cement Concrete 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.
59.4
-
381
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
298.38
-
92.35
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
34.11
-
7517.68
Vibrated Reinforced Cement concrete in M20 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
143.28
-
8265.05
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.
9.2
-
82525.14
Providing and fixing of G.I. 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
6
-
430.77
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
119.85
-
8619.91
Reconstruction of Box Culvert of 1.0m x 1.0m at Km 139/4 and Km 146/2: Dismantling the the existing Plain Cement Concrete 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.
17.65
-
381
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
114.72
-
92.35
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
18
-
7517.68
Vibrated Reinforced Cement concrete in M20 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
58.7
-
8265.05
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.
4.5
-
82525.14
Providing and fixing of G.I. 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
4
-
430.77
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
40.6
-
8619.91
Reconstruction of Box Culvert of 2.0m x 2.0m at Km. 152/2: Dismantling the the existing Plain Cement Concrete 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.
16.4
-
381
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
105.04
-
92.35
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
13.25
-
7517.68
Vibrated Reinforced Cement concrete in M20 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
57.04
-
8265.05
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.
3.79
-
82525.14
Providing and fixing of G.I. 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
2
-
430.77
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
39.95
-
8619.91
Reconstruction of Box Culvert of 2 Rows of 3.0m x 3.0m at Km. 157/2 :Dismantling the the existing Plain Cement Concrete 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.
63.65
-
381
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
79.47
-
92.35
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
17.53
-
7517.68
Vibrated Reinforced Cement concrete in M20 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
131.72
-
8265.05
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.
9.5
-
82525.14
Providing and fixing of G.I. 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
2
-
430.77
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
37.07
-
8619.91
Reconstruction of Box Culvert of Three rows of 3.0m x 3.0m at Km. 154/8 :Dismantling the the existing Plain Cement Concrete 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.
75.14
-
381
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
120.04
-
92.35
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
25.04
-
7517.68
Vibrated Reinforced Cement concrete in M20 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
198.03
-
8265.05
Supply and fabrication of Steel Grade S-415 / Steel Grade S - 240 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification.
15.67
-
82525.14
Providing and fixing of G.I. 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
2
-
430.77
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
53.22
-
8619.91
Reconstruction of Box Culvert of 3.0m x 2.0m at Km. 148/8 : Dismantling the the existing Plain Cement Concrete 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.
31.74
-
381
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
118.85
-
92.35
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
15.46
-
7517.68
Vibrated Reinforced Cement concrete in M20 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
74.55
-
8265.05
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.
4.62
-
82525.14
Providing and fixing of G.I. 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
2
-
430.77
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
41.66
-
8619.91
Providing paver blocks in Renewal proposal for Abandeoned stretches in Km 99/540 - 104/030, Km 105/700 - 108/160, Km112/160 - 114/700 and Km 128/740 - 164/600: Excavation including removal and satisfactory disposal of all materias 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 a) box cutting for wideneing portion as per MORTH Vth Rev., 111, 112, 201
6704.88
-
92.35
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading-III Material as per MORTH Vth Rev., 111, 112, 401, 900
2149
-
2629.75
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Vth Rev., 111, 112, 406, 900
2149
-
2719.75
Supply and laying 80 mm thick mix vibro compacted m 40 grade Heavy duty road paver interlocking block with super embedded anty skied with texure design meeting their international standard size with Zig-Zag design for higher chares locking capacit rate including of cost of the materias transportation tothe site from the factory including all labour charges of laying compacting wit power viborator and all taxes
8596
-
1442.26
Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) 20mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for CC
1598.86
-
8149.74
Villupuram (NH) division
Earthwork excavation, removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for boxing as per MORT&H Rev. IV clause 301.
850.4
-
160.34
Construction of Granular Sub-Base (Gr-I) by providing close graded materials, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
425.2
-
2551.62
Providing and laying, spreading and compacing graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in subbase / base course on well prepared surface and compacting with vibratory roller to achieve 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.
5576.68
-
2563.36
Providing and laying Prime coat over WMM surface using 6.00 kg. of Emulsion bitumen (S.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cos of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 502 of MORTH Rev-5.
22306.4
-
43.76
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5..
22306.4
-
18.51
Providing and laying bituminous macadam 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, trnsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6. and 501.7. to achieve the desired compaction. Grade II.
64.59
-
9505.52
Providing and laying Tack coat over BT surface using 2.50 kg. of Bitumen Emulsion (RS-1) per 10 sqm. for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5.
140003.4
-
18.51
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50- 13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with 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 charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
8115.49
-
11611.29
Providing and laying Bituminous concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No.111,112,507,900.
6492.38
-
12853.81
Construction of earthern shoulder by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC, and compacting with three wheel 80-100 KN static roller capacity to achieve the desired density complete as per technical specification clauses 303.1.1 and as directed by engineer-in -charge.
8587.35
-
327.43
Road Furniture
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorisng 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 levelled, uniform and free from streaks and holes etc.. complete as per MORT & H Specification No. 803). (Item No. 2 of minutes of 104 the meeting of BOE)(As per C.E. (Gen.), (H), chennai -5 Memo No. 7130/contracts-1/2008,dt 05-06-08)
7470.3
-
890
Providing and fixing reflective road studs of category B raised pavement markers made out of polycarbonate/ABS moulded body and reflective panels (bi-convex reflectors) 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 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be lesss than 13.0 sq.cm. The slope of retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular and two cylindrical Polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorag
7522
-
480
Supply and fixing of delineators with the reflector made of Matacryl resin, valuable reflection area 92 mm X 19 mm, reflection flame ABS, stay made up of specialised Extruded aluminium alloy length 320 mm and width 108 mm, Anchor bolt Anodized anchor bolt T-840, lens colour yellow, total length of ABS stay/holder width 56 mm and length 81 mm x 5 nos, No.of lenses 5 and the distance between lenses 56 mm. Each panel shall be designed to attach-adhere to and shall be compatible with concrete safety barriers/ guard rails/ existing structures and pipelines with necessary hardware/ frames. Each panel shall confirm to the retro reflectance and chromaticity limits specified in the details technical specification and as directed by the engineer
35
-
2400
Supply and installation of Road way Hazard markers, 80-100cm above ground level painted 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: 79 etc, complete . as per MORT&H specification no. 805
100
-
4000
Providing and fixing of retro reflectorised cautionary mandatory and information signs(with without definitionboard made out of highstar sign made by high intensity pris intensity prismatic grade sheeting confirming to IRC 67-2010 and ASTM D 4956-09 ,Type IV specification and fixed over 1.5mm thick alumininum sheet fixed on black supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm firmly fixed to the gorund by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm below ground level etc.. complete including 7 year warranty for the retro reflective sheeting as per clause 6.9 of IRC 67 : 2010 Specification ( as per MORTH specification no 801) a. 90cm equilateral triangle(With definition board)
25
-
6900
b.90cm equilateral triangle (Without definition board)
30
-
5126
C.60 cm circular (with definition)
20
-
6283
Supplying of solar power blinker:including solar panel 60wp ,solar LED blinker with 300mm dia (LED-192nos)-colour charge controller-12V/5A,SMF40AH/12V battery,visible distance-1000m,24 hoursoperation,battery enclousure,panel mounting structure,mounting brackets and other accessories,single pole height 17 feet and 4" dia,civil works:(including land leveling,cleaning and digging pits & concretre post grounding) Erection and commissioning work:pole erection and leveling of pole,testing and connection of battters,charger controller and solar panel wiring work., complete as directed by Engineer-in -charge.
4
-
29000
"Digitally Printed Retro Reflectorized Overhead Cantilever Gantry Informatory Sign Board
Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign 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 the 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 signboard 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 dimensions 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, and eco logo certificates as per UL 2801 standards. The retroreflective 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). A cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including the cost and conveyance of all materials, equipment, machinery to the 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.
6
-
540490
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