Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date21 Dec 2018
Closing Date22 Jan 2019
Tender Amount₹ 99,59,00,000
Costs
EMD
₹ 49,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_422147_1Bid Award Id
ViewTender No
Tender Notice No. 19 /2018/DO dated. 10.12.2018Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
Construction of Vaigai South River Bank Road from Dindigul Road - Theppakulam
BOQ Items
Construction of Granular sub base by providing close graded materials (Grading V) spreading uniform layers with motor grader on prepared sub-grade mixing by plant method with Rotaveter in accordance with the requirements of the specification (with CBR not Less than 30), according to lines, grades and cross section shown in the drawing or as directed by the Engineer in-charge as per 401 of MORT&H Specification Vth Revision
17760.47
-
1430.94
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 of MORTH Vth Revision Specification
21990.55
-
1721.03
Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Vth Revision Specification over WMM
70123.2
-
63.29
Providing and laying of Tack Coat using bitumen emulsion (RS-1) at the rate of 2.5 KG. per ten square metre over the Primed surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
70123.2
-
12.08
Providing and laying Consolidated Dense Bituminous Macadam using 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
3506.16
-
8139.58
Providing and laying Compacted Bituminous Concrete using VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, conveying the mix to paver site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver Finisher Vibratory / Pneumatic 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
2103.72
-
8795.28
Construction of cement concrete kerb with top and bottom width 125 and 165 mm respecively, 325 mm high in M 20 grade kerb stone laid with kerb laying machine, all complete as per clause 408.
4520
-
301.35
Providing and applying emulsion paint finish of approved make & shade in two or more coats over a coat of approved primer to give an even shade as per manufacturer's instruction to the external plastered surfaces and internal ceiling plastered surfacesincluding preparation of surfaces, scaffolding etc. all complete as per drawings and specification for all heights.
1586.52
-
139.63
Vibrated Cement Concrete M.10 (1:3:6)(Nominal Mix) using 40mm HBG metal including cost and conveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, working in depth including hire and fuel charges for all tools and plants engaged, finishing and curing, tools and plants and other incidental charges such as baling of water wherever necessary for levelling course as per cl 1500,1700 & 2100 of MORT&H specification.
883.77
-
3805.93
Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Divisional Engineer before use on works)
6034.2
-
1060.87
Supply and laying Interlocking Mould Paver Blocks (Heavy Duty) of approval design (M50) having thickness of 80mm over the sanddust filling of 40mm with super embedded and skid texture design the international standard with ziz zag design of higher interlocking capacity, rate inclusive of cost of materials transportation to site fom the factory including all labour charges for laying, shifting compacting with power machinery and all taxes etc., complete as per standard specification.
2260
-
1052.08
Providing VRCC M35 mix using 20mm, ISS HBG metal centre median of size 0.650m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top, including cost of steel reinforcement as per the bar bending. Rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc. including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc. complete.for Crash Barrier type Centre Median
4596
-
5228.77
R C C Retaining wall
Earthwork excavation in Soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Retaining Wall
70657.335
-
94.7
Vibrated Cement Concrete M.10 (1:3:6)(Nominal Mix) using 40mm HBG metal including cost and conveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, working in depth including hire and fuel charges for all tools and plants engaged, finishing and curing, tools and plants and other incidental charges such as baling of water wherever necessary for levelling course below the Retaining wall as per cl 1500,1700 & 2100 of MORT&H specification.
1817.15
-
3807.41
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Below Sill Level)
18545.03
-
6391.07
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Above Sill Level)
9195.39
-
8148.05
Vibrated Reinforced Cement Concrete M40 (design mix ) using ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork and centering, softwater, labour charges for mixing, transporting and placing in position,vibrating and compacting, finishing and curing, working at heights,hire charges for tools and plants and including all other incidental charges such as baling out water, maintaining of protective bunds,shoring strutting etc., complete as per relevent standard specification, for RCC CRASH BARRIER .
995.48
-
11046.17
Providing Filter media behind abutments and wings to 600 mm thick using clean graded materials of 53mm to 5.60mm and well compacted in layers with smaller size towards the soil and bigger size towards wall including cost and conveyance of all materials to work site including all labour charges and all other incidental charges etc complete as per standard specification.
8511.038
-
1107.26
Providing and fixing 110mm dia PVC seepage pipes of required length for abutment and wing , retaing wall including cost and conveyance of all materials to work site , cost and labour for semi spherical back fil arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc complete to drain the back fil as per standard specification
15120
-
164.6
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
2429.46
-
187.43
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 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, Fe-500 grade
2065.382
-
66394.82
Earth filling behind the Retaining Wall with availabile cutting earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete and as per MoRTH Specification 304.
17897.62
-
22.2
Construction of RCC of Single box culvert at Km 0/6 Vibrated Cement Concrete M 15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges etc complete Foundation as per MoRT & H Specification 1000, 1500, 1700 & 2100.
14.77
-
4442.73
Vibrated Reinforced Cement Concrete M 20 design mix using graded ISS HBG metal 20 mm and below metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel but including cost and conveyance of cement complying to the required standard specification including cost of form work and centering, labour charges for mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc complete for Single Box Cell Culvert as per MoRT & H Specification 1000, 1500, 1600, 1700, 2300.
71.72
-
7487.31
Supply and fabrication of steel Grade S.415 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 spacers bars, cover blocks and all other incidental charges etc., complete and as per MoRT & H Specification 1000, 1600.
4.683
-
66394.82
Construction of RCC Single box culvert at Km 2/4 Vibrated Cement Concrete M 15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges etc complete Foundation as per MoRT & H Specification 1000, 1500, 1700 & 2100.
14.77
-
4464.95
Vibrated Reinforced Cement Concrete M 20 design mix using graded ISS HBG metal 20 mm and below metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel but including cost and conveyance of cement complying to the required standard specification including cost of form work and centering, labour charges for mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc complete for Single Box Cell Culvert as per MoRT & H Specification 1000, 1500, 1600, 1700, 2300.
71.72
-
7509.53
Supply and fabrication of steel Grade S.415 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 spacers bars, cover blocks and all other incidental charges etc., complete and as per MoRT & H Specification 1000, 1600.
4.683
-
66394.82
Construction of RCC Single box culvert at Km 5/4 Vibrated Cement Concrete M 15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges etc complete Foundation as per MoRT & H Specification 1000, 1500, 1700 & 2100.
14.77
-
4493.67
Vibrated Reinforced Cement Concrete M 20 design mix using graded ISS HBG metal 20 mm and below metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel but including cost and conveyance of cement complying to the required standard specification including cost of form work and centering, labour charges for mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc complete for Single Box Cell Culvert as per MoRT & H Specification 1000, 1500, 1600, 1700, 2300.
71.72
-
7538.25
Supply and fabrication of steel Grade S.415 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 spacers bars, cover blocks and all other incidental charges etc., complete and as per MoRT & H Specification 1000, 1600.
4.683
-
66394.82
Construction of Storm water Drain in km 0/0 - 6/4 Vibrated Cement Concrete M 10 nominal mix 1:3:6 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work , compacting curing and all other incidental charges baling out water etc complete for Leveling Course
1444.5
-
3805.32
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Storm Water Drain
7490
-
8321.06
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 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, Fe-500 grade
658.179
-
66394.82
Junction Improvement in km 0/0 - 0/4 Earth work Excavation as per SS 20B 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 as per MORTH Specification.
28118.69
-
63.6
Construction of embankment 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 as per drawing and specification as per cl. 305 of MoRT & H Specification (Vth Revision)for formation of RE Wall Portion (97 % Compaction).
16049.085
-
190.58
Construction of embankment 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 as per drawing and specification as per cl. 305 of MoRT & H Specification (Vth Revision)for formation of RE Wall Portion (97 % Compaction).
5166.225
-
190.58
Construction of Granular sub base by providing close graded materials (Grading V) spreading uniform layers with motor grader on prepared sub-grade mixing by plant method with Rotaveter in accordance with the requirements of the specification (with CBR not Less than 30), according to lines, grades and cross section shown in the drawing or as directed by the Engineer in-charge as per 401 of MORT&H Specification Vth Revision
2872.08
-
1430.94
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 of MORTH Vth Revision Specification
2889.51
-
1721.03
Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Vth Revision Specification over WMM
12165
-
63.29
Providing and laying of Tack Coat using bitumen emulsion (RS-1) at the rate of 2.5 KG. per ten square metre over the primed surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
12165
-
12.08
Providing and laying Consolidated Dense Bituminous Macadam using 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
608.25
-
8139.58
Providing and laying Compacted Bituminous Concreteusing VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, conveying the mix to paver site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver Finisher Vibratory / Pneumatic 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
364.95
-
8795.28
Construction of cement concrete kerb with top and bottom width 125 and 165 mm respecively, 325 mm high in M 20 grade kerb stone laid with kerb laying machine, all complete as per clause 408.
400
-
299.16
Providing and applying emulsion paint finish of approved make & shade in two or more coats over a coat of approved primer to give an even shade as per manufacturer's instruction to the external plastered surfaces and internal ceiling plastered surfacesincluding preparation of surfaces, scaffolding etc. all complete as per drawings and specification for all heights.
140.4
-
139.63
Vibrated Cement Concrete M.10 (1:3:6)(Nominal Mix) using 40mm HBG metal including cost and conveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, working in depth including hire and fuel charges for all tools and plants engaged, finishing and curing, tools and plants and other incidental charges such as baling of water wherever necessary for levelling course as per cl 1500,1700 & 2100 of MORT&H specification.
67.06
-
3776.92
Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Divisional Engineer before use on works)
534
-
1060.41
Supply and laying Interlocking Mould Paver Blocks (Heavy Duty) of approval design (M50) having thickness of 80mm over the sanddust filling of 40mm with super embedded and skid texture design the international standard with ziz zag design of higher interlocking capacity, rate inclusive of cost of materials transportation to site fom the factory including all labour charges for laying, shifting compacting with power machinery and all taxes etc., complete as per standard specification.
400
-
1052.08
Providing VRCC M35 mix using 20mm, ISS HBG metal centre median of size 0.650m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top, including cost of steel reinforcement as per the bar bending. Rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc. including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc. complete.for Crash Barrier type Centre Median
210
-
5228.77
Construction of Dry Lean Cement Concrete Sub - base over a prepared sub - grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 - 1, cement content not to be less than 150kg/cum, concrete strength not to be less than 10 Mpa at 7days, mixed at site, compacted using vibrator, finishing and curing.
99
-
3485.13
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
211.2
-
6664.28
Vibrated Reinforced Cement Concrete M 30 design mix using 25 mm, 12 mm and 6 mm ISS size HBG metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for form work laying compacting curring including all incidental charges etc complete for Wearing Coat 75 mm Uniform Thickness over Cement Concrete Pavement and as per MoRT & H Specification 1000, 1500,1600,1700 & 2702.
660
-
526.92
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 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, Fe-500 grade
3.422
-
66394.82
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
146
-
187.43
RCC Retaining Wall Vibrated Cement Concrete M 10 nominal mix 1:3:6 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work , compacting curing and all other incidental charges baling out water etc complete for Leveling Course Retaining Wall
294.3
-
3776.92
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Below Sill Level)
2670.11
-
6868.99
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Above Sill Level)
55
-
8673.27
Vibrated Reinforced Cement Concrete of grade M40 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RCC Crash Barrier.
170.56
-
11015.68
Providing Filter media behind abutments and wings to 600 mm thick using clean graded materials of 53mm to 5.60mm and well compacted in layers with smaller size towards the soil and bigger size towards wall including cost and conveyance of all materials to work site including all labour charges and all other incidental charges etc complete as per standard specification.
943.3
-
1084.24
Providing and fixing 110mm dia PVC seepage pipes of required length for abutment and wing , retaing wall including cost and conveyance of all materials to work site , cost and labour for semi spherical back fil arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc complete to drain the back fil as per standard specification
1932
-
164.6
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
417
-
187.43
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 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, Fe-500 grade
292.252
-
66394.82
Earth filling with available cutting earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete and as per MoRTH Specification 304.
3952.94
-
22.2
Junction Improvement Km 3/105 - 3/465 Earth work Excavation as per SS 20B 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 as per MORTH Specification.
5555.805
-
63.6
Construction of embankment 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 as per drawing and specification as per cl. 305 of MoRT & H Specification (Vth Revision)for formation of RE Wall Portion (95 % Compaction).
7564.405
-
168.26
Construction of embankment 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 as per drawing and specification as per cl. 305 of MoRT & H Specification (Vth Revision)for formation of RE Wall Portion (97 % Compaction).
3205.8
-
168.26
Construction of Granular sub base by providing close graded materials (Grading V) spreading uniform layers with motor grader on prepared sub-grade mixing by plant method with Rotaveter in accordance with the requirements of the specification (with CBR not Less than 30), according to lines, grades and cross section shown in the drawing or as directed by the Engineer in-charge as per 401 of MORT&H Specification Vth Revision
1518.98
-
1430.94
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 of MORTH Vth Revision Specification
736.88
-
1721.03
Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Vth Revision Specification over WMM
2947.5
-
63.29
Providing and laying of Tack Coat using bitumen emulsion (RS-1) at the rate of 2.5 KG. per ten square metre over the Primed surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
2947.5
-
12.08
Providing and laying Consolidated Dense Bituminous Macadam using 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
147.38
-
8139.58
Providing and laying Compacted Bituminous Concrete using VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, conveying the mix to paver site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver Finisher Vibratory / Pneumatic 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
88.42
-
8795.28
Construction of Dry Lean Cement Concrete Sub - base over a prepared sub - grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 - 1, cement content not to be less than 150kg/cum, concrete strength not to be less than 10 Mpa at 7days, mixed at site, compacted using vibrator, finishing and curing..
540
-
3724.71
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
1152
-
6513.01
Vibrated Reinforced Cement Concrete M 30 design mix using 25 mm, 12 mm and 6 mm ISS size HBG metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for form work laying compacting curring including all incidental charges etc complete for Wearing Coat 75 mm Uniform Thickness over Cement Concrete Pavement and as per MoRT & H Specification 1000, 1500,1600,1700 & 2702.
3600
-
529.35
Supply and fabrication of Fe-500 steel required for Skin Reinforcement @ 5 Kg/Sqm as MoRTH Circular 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, Fe-500 grade
9.341
-
66394.82
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
1116
-
187.43
RCC Retaining Wall Earth work Excavation as per SS 20B 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 as per MORTH Specification.
783
-
63.6
Earthwork excavation in Soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Retaining Wall
3915
-
94.7
Vibrated Cement Concrete M 10 nominal mix 1:3:6 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work , compacting curing and all other incidental charges baling out water etc complete for Leveling Course Retaining Wall
279
-
3808.71
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Below Sill Level)
2127.7
-
6949.58
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Above Sill Level)
893.26
-
9106.97
Providing Filter media behind abutments and wings to 600 mm thick using clean graded materials of 53mm to 5.60mm and well compacted in layers with smaller size towards the soil and bigger size towards wall including cost and conveyance of all materials to work site including all labour charges and all other incidental charges etc complete as per standard specification.
906.44
-
1107.79
Providing and fixing 110mm dia PVC seepage pipes of required length for abutment and wing , retaing wall including cost and conveyance of all materials to work site , cost and labour for semi spherical back fil arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc complete to drain the back fil as per standard specification
1238
-
164.6
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
4078
-
187.43
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 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, Fe-500 grade
223.59
-
66394.82
Earth filling with available cutting earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete and as per MoRTH Specification 304.
2392.485
-
22.2
Junction Improvement Km 5/930-6/325 Earth work Excavation as per SS 20B 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 as per MORTH Specification.
31811.346
-
63.6
Construction of embankment 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 as per drawing and specification as per cl. 305 of MoRT & H Specification (Vth Revision)for formation of RE Wall Portion (95 % Compaction).
17124.002
-
200.92
Construction of embankment 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 as per drawing and specification as per cl. 305 of MoRT & H Specification (Vth Revision)for formation of RE Wall Portion (97 % Compaction).
5504.047
-
200.82
Construction of Granular sub base by providing close graded materials (Grading V) spreading uniform layers with motor grader on prepared sub-grade mixing by plant method with Rotaveter in accordance with the requirements of the specification (with CBR not Less than 30), according to lines, grades and cross section shown in the drawing or as directed by the Engineer in-charge as per 401 of MORT&H Specification Vth Revision
2361.15
-
1430.94
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 of MORTH Vth Revision Specification
2208.71
-
1721.03
Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Vth Revision Specification over WMM
9062.5
-
63.29
Providing and laying of Tack Coat using bitumen emulsion (RS-1) at the rate of 2.5 KG. per ten square metre over the Primed surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)
9062.5
-
12.08
Providing and laying Consolidated Dense Bituminous Macadam using 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
453.13
-
8139.58
Providing and laying Compacted Bituminous Concrete using VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, conveying the mix to paver site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver Finisher Vibratory / Pneumatic 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
271.88
-
8795.28
Construction of cement concrete kerb with top and bottom width 125 and 165 mm respecively, 325 mm high in M 20 grade kerb stone laid with kerb laying machine, all complete as per clause 408.
70
-
303.01
Providing and applying emulsion paint finish of approved make & shade in two or more coats over a coat of approved primer to give an even shade as per manufacturer's instruction to the external plastered surfaces and internal ceiling plastered surfacesincluding preparation of surfaces, scaffolding etc. all complete as per drawings and specification for all heights.
24.57
-
139.63
Vibrated Cement Concrete M.10 (1:3:6)(Nominal Mix) using 40mm HBG metal including cost and conveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, working in depth including hire and fuel charges for all tools and plants engaged, finishing and curing, tools and plants and other incidental charges such as baling of water wherever necessary for levelling course as per cl 1500,1700 & 2100 of MORT&H specification.
12.33
-
3827.86
Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Divisional Engineer before use on works)
93.45
-
1061.21
Supply and laying Interlocking Mould Paver Blocks (Heavy Duty) of approval design (M50) having thickness of 80mm over the sanddust filling of 40mm with super embedded and skid texture design the international standard with ziz zag design of higher interlocking capacity, rate inclusive of cost of materials transportation to site fom the factory including all labour charges for laying, shifting compacting with power machinery and all taxes etc., complete as per standard specification.
720
-
1052.08
Providing VRCC M35 mix using 20mm, ISS HBG metal centre median of size 0.650m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top, including cost of steel reinforcement as per the bar bending. Rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc. including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc. complete.for Crash Barrier type Centre Median
61
-
5228.77
Construction of Dry Lean Cement Concrete Sub - base over a prepared sub - grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 - 1, cement content not to be less than 150kg/cum, concrete strength not to be less than 10 Mpa at 7days, mixed at site, compacted using vibrator, finishing and curing.
99
-
3545.64
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
211.2
-
6664.28
Vibrated Reinforced Cement Concrete M 30 design mix using 25 mm, 12 mm and 6 mm ISS size HBG metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for form work laying compacting curring including all incidental charges etc complete for Wearing Coat 75 mm Uniform Thickness over Cement Concrete Pavement and as per MoRT & H Specification 1000, 1500,1600,1700 & 2702.
660
-
531.54
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 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, Fe-500 grade
3.422
-
66394.82
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
146
-
187.43
RCC Retaining Wall Vibrated Cement Concrete M 10 nominal mix 1:3:6 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work , compacting curing and all other incidental charges baling out water etc complete for Leveling Course Retaining Wall
357.9
-
3836.44
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Below Sill Level)
3256.98
-
6840.14
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALL. (Above Sill Level)
1560.64
-
8764.07
Vibrated Reinforced Cement Concrete of grade M40 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for RCC Crash Barrier.
129.56
-
11074.49
Providing Filter media behind abutments and wings to 600 mm thick using clean graded materials of 53mm to 5.60mm and well compacted in layers with smaller size towards the soil and bigger size towards wall including cost and conveyance of all materials to work site including all labour charges and all other incidental charges etc complete as per standard specification.
763.482
-
1127.62
Providing and fixing 110mm dia PVC seepage pipes of required length for abutment and wing , retaing wall including cost and conveyance of all materials to work site , cost and labour for semi spherical back fil arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc complete to drain the back fil as per standard specification
2095
-
164.6
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
4230.5
-
187.43
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 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, Fe-500 grade
356.712
-
66394.82
Earth filling with available cutting earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete and as per MoRTH Specification 304.
4117.755
-
22.2
Construction of Retaining wall in km 0/0 Earth work excavation in all classes of soils depositing on bank with initial lead and lifts as per SS20B including cost of all labour ,materials tools,equipments and all other incidental charges such as baling out water shoring shoring strutting walling and forming protective bunds wherever necessary etc complete as per standard specifications for Dressing the bed up to sill level and as per MoRTH Specification 304.
189
-
63.6
Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Foundation of Retaining wall ( Below Sill Level ) and as per MoRTH Specification 1000, 1500, 1700 & 2100.
117
-
4445.55
Providing and fixing 110mm dia PVC seepage pipes of required length for abutment and wing , retaing wall including cost and conveyance of all materials to work site , cost and labour for semi spherical back fil arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc complete to drain the back fil as per standard specification
173.5
-
164.6
Providing and fixing 20 mm thick fibre board expansion joint in between Regular Interval (10m) over Retaining Wall as shown in the drawing including cost and conveyance of expansion joints, Labour etc., as per MoRTH Vth Rev. 2200
12.5
-
187.43
Vibrated Cement Concrete M 15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges etc complete for Retaining wall [Above Sill Level] and as per MoRTH Specification 1000, 1500, 1700 & 2100.
89.06
-
6587
GST Amount for providing Service to Government Contract Works for the above Construction for 12%
-
-
1
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