Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 48,88,00,000
Costs
EMD
₹ 24,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Formation Of Outer Ring Road To Sivakasi Town From Km 28/0- 33/520 Connecting Sivakasi - Erichanatham Road (md689) With Sivakasi -
Description
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Contact
Tender Id
2024_HWAY_499336_1Tender No
TN.No 50/2024-25/HDO, DATED 28.10.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
ROAD A 28/000 - 33/520
16740
123
2063372.4
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B including cost of all labour charges, materials, tools,equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For Formation of Embankment with conveyance of 12 km.
-
-
-
ROAD A 28/000 - 33/520
153762
517
79536469.74
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
ROAD A 28/000 - 33/520
11643
1907
22208323.92
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
ROAD A 28/000 - 33/520
7770
1996
15516223.8
WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Clause No. 111, 112, 406 & 900.
-
-
-
ROAD A 28/000 - 33/520
13268
2211
29343906.84
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
ROAD A 28/000 - 33/520
53071
81
4336431.41
Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
ROAD A 28/000 - 33/520
53071
18
999857.64
Providing, laying 75mm consolidated thick Dense Bituminous Macadam-Gr I using 0.24cum of 26.50 13.20mm, 0.25 cum of 13.20 -2.36 mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min there quired temperature in Central Hot Mix Plant 20-30 toncapacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending topaver at site etc., including hire and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks,Paver Finisher, Vibratory rollers andall other tools andplant required, includingall other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
-
-
-
ROAD A 28/000 - 33/520
4246
9452
40133701.52
Bituminous Concrete Grading II - Providingandlaying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10s qm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature andmixing themin required temperature incentral hotmixplant20-30 toncapacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniformthickness of 40mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory to th erequired densityetc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30tCMPwithbitumenboiler, tipper trucks, Paver Finisher,Vibratory roller and all other tools and plant required, including fuel andall other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
ROAD A 28/000 - 33/520
1592.11
11088
17653761.47
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
851.37
123
104939.87
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
659.82
123
81329.41
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
2180.53
123
268772.13
Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
105.17
6292
661745.42
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
82.04
6282
515399.07
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
188.43
6293
1185927.54
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB, Body wall and Top Slab OF BOX CULVERT.
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
650.78
12502
8136149.18
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
532.28
12117
6449791.12
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
2011.79
11070
22270696.36
Supply and fabrication of steel Grade Fe-500 / 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.
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
44.86
95610
4289064.6
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
40.8
95610
3900888
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
129
95610
12333690
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
15.21
7263
110472.51
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
8.54
7253
61943.1
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
30.91
7264
224552.8
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
176.15
6368
1121858.84
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
124.95
6359
794593.29
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
627.55
6370
3997775.9
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
79.43
7854
623855.14
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
84.14
7239
609113.86
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
251.9
7018
1767856.87
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL
-
-
-
ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos
288.21
9620
2772845.35
ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos
410.55
8516
3496477.81
ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos
1704.78
7963
13576407.63
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF BOX CULVERT,CUTOFF WALL AND APRON as per Section 300 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
260.61
447
116596.91
Filling under the box culvert with crushed stone sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Box and Apron.
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
34.19
1590
54362.1
Compacted Cement Concrete of Grade M10 Nominal mix, using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
3.76
5520
20755.2
Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BOX PORTION & APRON. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
37.95
6236
236656.2
Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for CUT OFF WALL. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
24.01
10209
245118.09
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for BASE SLAB, STEM, TOP SLAB OF BOX CULVERT .as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
351.51
11585
4072243.35
Vibrated reinforced cement concrete M40 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tool and plants including all other incidental charges etc., complete for CRASH BARRIER as per Sections 811, 1700 & 2703.3 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
14.97
16994
254405.27
Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
27.44
95610
2623538.4
Vibrated reinforced cement concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MORT&(H) Fifth revision, using ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for tool and plants, compacing, curing with all leads for potable water, including all other incidental charges form work etc., complete for WEARING COAT OVER DECK SLAB AND APPROCH SLAB as per Sections 2702.2 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
296.66
672
199622.51
Providing and fixing G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position., complete as per Section 2705 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
6
2498
14988.6
Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BELOW APPROACH SLAB as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
12.48
6516
81319.68
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for APPROCH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
27.3
9227
251903.93
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 RETAINING WALLS as per Section 300 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
108
447
48319.2
Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
7
5520
38640
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
57
10672
608304
Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RATAININGWALL as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
60
203
12186
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
67
12258
821286
Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)
-
-
-
ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos
3.74
95610
357581.4
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions,trimming bottom of excavation back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF BOX CULVERT, CUTOFF WALL AND APRON as per Section 300 of MoRT&H Specifications (V) Revision
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
940.28
447
420681.27
Filling under the box culvert with sand/quarry fine dust including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Box and Apron.
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
117.58
338
39836.1
Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, laying fig 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 LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
18
5499
98982
Vibrated Plain Cement Concrete of M20 (Nominal Mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting,laying Fig and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS UNDER ABU TMENTS, RETURN WALLS as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
134.28
6362
854289.36
Vibrated Cement Concrete of grade M20 Nominal mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
79.66
10336
823365.76
Vibrated Reinforced Cement Concrete of gratie M30 Design mix using 20inm ISS size HBG graded metal including cost and conveyancc of all inaterials to site including cost of cement at site but excluding cost and tabrication of steel but including cost of formwork, potable water, labour charles for mixing, transporting, lnying and curing concrete, working at heights, hire charles for tools and plants including all other incidental charles etc; complete as per relevant standard specifications, for DIRT WALL CUM DED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
1148.3
11615
13337757.13
Vibrated reinforced cement concrete M40 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tool and plants including all other incidental charges etc., complete for CRASH BARRIER as per Sections 811, 1700 & 2703.3 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
44.22
15729
695536.38
Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
72.28
95610
6910690.8
Vibrated reinforced cement concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MORT&(H) Fifth revision, using ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for tool and plants, compacing, curing with all leads for potable water, including all other incidental charges form work etc., complete for WEARING COAT OVER DECK SLAB AND APPROCH SLAB as per Sections 2702.2 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
876.2
673
590471.18
Providing and fixing G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position., complete as per Section 2705 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
20
2498
49962
Vibrated Plain cement concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BELOW APPROACH SLAB as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
24.96
6642
165784.32
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
54.6
9241
504558.6
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 RETAINING WALLS as per Section 300 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
570
447
255018
Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
36
5534
199224
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
121.2
11848
1435977.6
Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RATAININGWALL as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
240
203
48744
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
265.5
12182
3234321
Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)
-
-
-
ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940
19.28
95610
1843360.8
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 RETAINING WALLS as per Section 300 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045
1958
447
876009.2
Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045
122.38
5558
680305.53
Vibrated reinforced cement concrete M25 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045
783.75
10243
8028108
Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RETAINING WALL as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H specifications (Fifth Revision)
-
-
-
ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045
813
203
165120.3
Vibrated reinforced cement concrete M25 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045
912.66
12965
11833394.41
Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)
-
-
-
ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045
66.28
95610
6337030.8
Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.
-
-
-
Road A - Junction Improvement at km 28/100
286.58
21
6258.91
Road A - Branch Road Improvement at km 30/6 & 30/8
131.22
21
2865.85
Road A - Branch Road Improvement at km 31/400
117.42
21
2564.45
Road A - Junction Improvement at km 33/500
699.66
21
15280.57
Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Box cutting . MORTH No. 111, 112, 301, 305, 900.
-
-
-
Road A - Junction Improvement at km 28/100
11.19
123
1379.28
Road A - Branch Road Improvement at km 30/6 & 30/8
119.5
123
14729.57
Road A - Branch Road Improvement at km 31/400
63.17
123
7786.33
Road A - Junction Improvement at km 33/500
7.7
123
949.1
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B including cost of all labour charges, materials, tools,equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance of 7 km.
-
-
-
Road A - Junction Improvement at km 28/100
2437
517
1260586.99
Road A - Junction Improvement at km 33/500
2024.86
517
1047399.33
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
Road A - Junction Improvement at km 28/100
492.36
1881
926148.85
Road A - Branch Road Improvement at km 30/6 & 30/8
178.55
1907
340573.41
Road A - Branch Road Improvement at km 31/400
116.01
1920
222813.45
Road A - Junction Improvement at km 33/500
569.36
1947
1108566.69
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
Road A - Junction Improvement at km 28/100
80.58
1970
158786.11
Road A - Junction Improvement at km 33/500
58.85
2036
119850.38
WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Clause No. 111, 112, 406 & 900.
-
-
-
Road A - Junction Improvement at km 28/100
853.84
2211
1888378.16
Road A - Branch Road Improvement at km 30/6 & 30/8
297.58
2211
658136.86
Road A - Branch Road Improvement at km 31/400
193.34
2010
388640.47
Road A - Junction Improvement at km 33/500
997.36
2211
2205791.3
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
Road A - Junction Improvement at km 28/100
3032.86
81
247814.99
Road A - Branch Road Improvement at km 30/6 & 30/8
1190.33
81
97261.86
Road A - Branch Road Improvement at km 31/400
773.39
81
63185.96
Road A - Junction Improvement at km 33/500
3845.75
81
314197.78
Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
Road A - Junction Improvement at km 28/100
3032.86
18
57169.41
Road A - Branch Road Improvement at km 30/6 & 30/8
1190.33
18
22425.82
Road A - Branch Road Improvement at km 31/400
773.39
18
14570.67
Road A - Junction Improvement at km 33/500
3845.75
18
72453.93
Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
Road A - Junction Improvement at km 28/100
60.86
21
1298.14
Road A - Junction Improvement at km 33/500
108.92
21
2322.17
Providing, laying 75mm consolidated thick Dense Bituminous Macadam Grade-I using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
-
-
-
Road A - Junction Improvement at km 28/100
60.64
9452
573176.56
Road A - Junction Improvement at km 33/500
42.73
9452
403889.09
Bituminous Macadam grading II (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported 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, complete as per clause 504) - as per MORTH Rev.V clause No.111, 112, 501, 504 & 900
-
-
-
Road A - Junction Improvement at km 28/100
116.77
8694
1015221.73
Road A - Branch Road Improvement at km 30/6 & 30/8
59.52
8694
517478.78
Road A - Branch Road Improvement at km 31/400
38.67
8694
336204.71
Road A - Junction Improvement at km 33/500
168.34
8694
1463581.63
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Road A - Junction Improvement at km 28/100
92.81
11088
1029103.27
Road A - Branch Road Improvement at km 30/6 & 30/8
35.71
11088
395962.48
Road A - Branch Road Improvement at km 31/400
23.2
11088
257248.1
Road A - Junction Improvement at km 33/500
118.65
11088
1315624.42
Providing Barrier Type Kerb for median/islands using Vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work,including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification
-
-
-
Road A - Junction Improvement at km 28/100
481.24
491
236500.59
Road A - Junction Improvement at km 33/500
334.2
494
165251.87
Collection and supply of Carted earth including cost and conveyance to worksite and stacking them into road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up berms as per MORTH Vth Rev., 111, 112, 401, 408, 900
-
-
-
Road A - Junction Improvement at km 28/100
40
353
14135.6
Road A - Junction Improvement at km 33/500
40
353
14135.6
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc.,complete and as directed by the departmental engineers. (For Refilling in Between Kerb & Island)
-
-
-
Road A - Junction Improvement at km 28/100
134.4
26
3585.79
Road A - Junction Improvement at km 33/500
82.29
26
2195.5
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms. 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 specification No.803
-
-
-
Road A - Road Furniture
5513.47
890
4906988.3
Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / ABS moulded body and reflective panels (bi-convex reflectors) with miicro 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 less than 13.0 sq.cm. The slope or 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 MORT&H 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 anchorage.
-
-
-
Road A - Road Furniture
4875
480
2340000
Retro-Reflectorised Traffic Signs (with out definition board) Type - IV Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 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 MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MORT&HSpecification No.801)
-
-
-
Road A- Road Furniture - 90 cm equilateral triangle
52
5126
266552
Road A - Road Furniture- 60 cm Circular
52
4513
234676
Road A - Road Furniture- 90cm High Octagon
30
8205
246150
Road A - Road Furniture- 80cm X 60cm Rectangular
40
6349
253960
Road A - Road Furniture - 60cm x 45cm rectangular
26
5184
134784
Hazard Marker Traffic Signs - Type-IV
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRe-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRe 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 IRe 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 IRe 67:2012. (as per MORT&HSpecification No.801)
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Road A - Road Furniture
200
4000
800000
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 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, 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 - Relectro 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) for sign having area more than 0.9 sqm) Type-IV
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Road A - Road Furniture
34.56
11805
407980.8
Rigid Median Marker
Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J!m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 ern height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill! mesh! similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
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Road A - Road Furniture
240
470
112800
Metal Beam Crash Barrier Type - A, "w" single Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
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Road A - Road Furniture
160
4696
751360
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 ern high above ground level, painted at alternatively black and white in 15 em wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&Hspecification No. 806)
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Road A - Road Furniture
120
2400
288000
Solar Blinker
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification
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Road A - Road Furniture
24
25000
600000
Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
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Road A - Road Furniture
5
2197
10985
Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
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Road A - Road Furniture
12
574
6895.8
Providing and Fixing of Retro Reflectorised Overhead Cantilever Informatory sign made of cube corner Micro Prismatic Grade sheeting conforming to Type XI standards of IRC 67 -2012 and ASTMD4956-09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame mild steel L angle of size 50mmx50mmx6mm. The vertical support post for the installation of overhead sign gantry shall be made of 300NB (Nominal Bore) MS pipe with 12mm thicknwith a ground clearance of 6 metres 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 1200m x 25mm and MS top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS stiffener plated 8mm thick of sizes 420 x 420, 680 x 420, 288 x 288, 288 x 927 & 44 x 130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co - efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67-2012. The Latex printer used for digitally printing should use links with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC67-2012 (As per MORT&H specification No 801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.
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Road A - Road Furniture
8
540490
4323920
Providing and Fixing of Retro Reflctorsied sign boards made out of cube corner micro prismatic grade sheeting of Type - XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally Printed UV Inkjet Printer (UVIJ) for traffic colour, images/logos/text and laminated with clear electro - cuttable film and applied to properly prepared sign substrates, fixed over 2mm aluminium sheet with back supporting frame of 50 x 50x 6mm Mild steel "L" angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level.The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, imcluding all labour charges for fixing the gantry un position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% co-effificent of Retro - reflection values as per Table 6.90 of IRC 67-2012. The retro - reflective sheeting shall be coverd under 10 years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/logos/test/legends and their bonding to the retro - reflective sheeting (as per MORT&H specification No 801) of size - 3.64mx2.4m
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Road A - Road Furniture
8
157550
1260400
Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
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Road A - Road Furniture
120
1220
146426.4
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B including cost of all labour charges, materials, tools,equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For making up of low berms.
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
3612
517
1868379.24
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
348
1907
663789.12
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
240
1996
479265.6
WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Clause No. 111, 112, 406 & 900.
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
600
2211
1326978
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
2400
81
196104
Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
2400
18
45216
Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-II ) as per MORTH No. 111, 112, 505, 900
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
120
10216
1226006.4
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, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900
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ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)
72
11088
798356.16
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
1
414196514
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Add GST at 18%
1
74555373
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Total Value put to Tender
1
488751887
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Negotiated Percentage
1
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Final Negotiated Value
1
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Add GST at 18% of Final Negotiated Value
1
-
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Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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-
414196514
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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