Highways Department Tender
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Highways Department Tender
Bridge Construction
Eprocure
Opening Date5 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 23,16,00,000
Costs
EMD
₹ 11,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From 2l To 4l And Steg At Km 47 2 To 48 2 50 6 53 0 54 2 55 8 Of Erode - Karur Road Incl Wdg Of Minor Bridge At Km 48 2, Reconstruction Of Box Culvert
Description
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Contact
Tender Id
2024_HWAY_498517_1Tender No
TN 19 24 25 Karur Division Sl No 4Tender 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
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
18293
123
2254795.18
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.
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
8248
26
219561.76
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.
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
6130
1788
10964608.4
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.
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
4218
1877
7919084.1
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 tosite,laying inuniform layers using pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material,labourcharges,rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
12558
2101
26384860.32
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of EmulsionBitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel and all otherincidental charges etc., complete as perClause 502 of MORTH Rev-5
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
56420
81
4600486.8
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 anotherbituminous construction over it including cost of material, labour charges,rentals for machinery, fuel and all other ncidental charges etc., complete as
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
56420
18
1060131.8
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen
Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction
over it including cost of material, labour charges, rentals for machinery, fuel and
all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
18329
27
495432.87
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
7038
10047
70711489.8
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 VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks topaver site, spreading the mix to uniform thickness of 40mm with mechanical paver to thespecified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to therequired density etc., including labour for attending to paver to site etc., including hire chargesand fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratoryroller 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
1
-
-
Widening from Two Lane to Four lane and Strengthening at km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 of Erode - Karur road including Widening of Minor Bridge at Km 48/2, Reconstruction of Box Culvert at Km 47/8, Construction of well protective wall at Km 45/2 (L/S) (SH-84)
2992
10913
32654388.8
Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation of abutment, piers and wings.
1
-
-
Construction of Well Protective Wall at Km 45/2 (LHS) of Erode - Karur Road
72.8
246
17946.66
Cement Concrete M10 Grade (Nominal mix) using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges for laying, compacting curing, all incidental charges complete for Leveling course for below foundation
1
-
-
Construction of Well Protective Wall at Km 45/2 (LHS) of Erode - Karur Road
5.6
5370
30072.56
Vibrated Cement concrete M20 Grade (Nominal mix) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for Foundations
1
-
-
Construction of Well Protective Wall at Km 45/2 (LHS) of Erode - Karur Road
16.8
8612
144685.8
Vibrated Cement concrete M20 Grade (Nominal mix) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for Retaining wall
1
-
-
Construction of Well Protective Wall at Km 45/2 (LHS) of Erode - Karur Road
40.8
7402
302031.38
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications
1
-
-
Construction of Well Protective Wall at Km 45/2 (LHS) of Erode - Karur Road
20
203
4062
Re Filling using excavated earth laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Retaining wall (Filling charges only)
1
-
-
Construction of Well Protective Wall at Km 45/2 (LHS) of Erode - Karur Road
12
42
514.2
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high.
1
-
-
Reconstruction of Box Culvert at Km47/8 of Erode - Karur Road
12.2
283
3454.31
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall.
1
-
-
Reconstruction of Box Culvert at Km47/8 of Erode - Karur Road
295.47
290
85686.3
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall.
1
-
-
Reconstruction of Box Culvert at Km47/8 of Erode - Karur Road
14.51
6005
87132.55
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet
1
-
-
Reconstruction of Box Culvert at Km47/8 of Erode - Karur Road
46.68
8123
379181.64
Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
1
-
-
Reconstruction of Box Culvert at Km47/8 of Erode - Karur Road
70.46
12442
876663.32
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
1
-
-
Reconstruction of Box Culvert at Km47/8 of Erode - Karur Road
5.47
95610
522986.7
Widening of Minor Bridge at km 48/2 of Erode -Karur road
21.26
95610
2032668.6
Vibrated Reinforced cement concrete of grade M30(Design mix) using 25mm,12mm,6mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Wearing Coat75 mm uniform thickness over Deck Slab
1
-
-
Reconstruction of Box Culvert at Km47/8 of Erode - Karur Road
49.66
661
32840.16
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 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.
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
9600
484
4652256
Filling in between Kerb Wall With Excavated 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 as per clause 304 & 2907 of MORTH Vth Revision.
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
2376
42
101811.6
Picking 5cm to 10cm old metalled surface and sectioning 1Sqm.
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
1920
21
41932.8
Earth work excavation in all classes of soils except hardrock requiring blasting and epositing on bank with all lead sand lifts as per SS20B 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 deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. Box cutting for widening portion.
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
149
123
18365.74
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 tosite,laying inuniform layers using pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material,labourcharges,rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
149
2101
313054.96
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of EmulsionBitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel and all otherincidental charges etc., complete as perClause 502 of MORTH Rev-5
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
594
81
48434.76
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 anotherbituminous construction over it including cost of material, labour charges,rentals for machinery, fuel and all other ncidental charges etc., complete as
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
594
18
11161.26
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen
Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction
over it including cost of material, labour charges, rentals for machinery, fuel and
all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
2194
27
59303.82
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
140
9814
1374060.8
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
1
-
-
Providing Kerb Wall Center Median at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8 and Improvements to Branch Road at Km 47/2 - 48/2 , 50/6 - 53/0 and Km 54/2-55/8
84
10639
893697
Earthwork excavation in soft desintegrated rock 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 DRESSING THE BED UP TO SILL LEVEL.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
190.8
123
23518.01
Earthwork excavation in all class of soil except soft desintegrated rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGSas per Section 300 of MoRT&H Specifications (V) Revision (including 600rrnr from the face of foundation for extra working space as per I S: 1200 (Pad 1) - 1992 Cl:4.2.5.1)
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
205.77
447
92061.5
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 FOUNDATION OF ABUTMENTS, PIERS AND WINGS as per section 300 of MORT&H Specifications (Fifth Revision-2013). (including 600 mm from the face of footing as per CL 4.2.5. 1 of lS: 1 200 (Part 1) - 1992.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
329.2
568
186985.6
Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level)
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
21
5327
111867
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)
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
373.91
7045
2634195.95
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).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
159.66
8132
1298355.12
Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm 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 DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision-2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
9.63
11524
110976.12
Providing and fixing seepage pipes of 100mm 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 THE ABUTMENTS AND WINGS as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
86
177
15265
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
28.9
110
3179
Vibrated Reinforced Cement Concrete of grade M30 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 DECK SLAB AND KERBS & SAFETY KERBS as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision- 2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
97.29
12859
1251052.11
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc.,complete as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
71.31
1204
85857.24
Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel 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 as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014 and Section 305 of MoRT&(H) specifications (Fifth Revision).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
95.41
315
30054.15
Providing and fixing PVC EXPANSION JOINT 20mm thickness with approved type of PVC water stopper of 300mm width over abutments and piers in 20mm gap between deck slabs as shown in the drawing including cost and conveyance of expansion joints including expansion joint filler and joint sealant etc, complete. as per section 2600 of MoRT&(H) specifications (fifth revision)
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
43
653
28096.2
Compacted Plain Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification for BASE COURSE IIELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
19.22
6825
131176.5
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision-2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
22.7
9070
205889
Vibrated Reinforced Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per section 2702.2 of MORT&H Specifications (Fifth Revision-2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
548.62
661
362692.68
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3)as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Itevirion-2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
13.6
17860
242896
Vibrated Cement Concrete M20 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification forCC PARAPET as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
6.51
12702
82690.02
Providing and fixing of GI. drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.as per section 2705 of MORT&H Specifications (Fifth Itevirion-2013).
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
6
2498
14988.6
Painting twocoats with readymix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
36
248
8948.16
Dismantling the existing Cement Concrete pipes in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
15.19
486
7385.38
Dismantling the existing Reinforced Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
10.91
4308
47007.92
Earthwork excavation in all classes of soil 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 FOUNDATION OF RETAINING WALLS.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
600
447
268440
Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
120
6191
742920
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 STEM OF RETAINING WALLS-
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
528
8407
4438896
Providing and fixing seepage pipes of 100mm 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 THE ABUTMENTS AND WINGS.
1
-
-
Widening of Minor Bridge at km 48/2 of Erode -Karur road
391
177
69402.5
Road Marking with Hot Applied Thermoplastie Compound with Reftectorising Glass Beads on Bituminous Surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
5770.2
890
5135478
Road Markers /Road Stud with Lens Reflector Providing and fixing reflective road studs of ‘category A‘ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/ 10/ 97-DO. III d t 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/ - 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical ohanks, (of diameter not less than 19 +/- 2mm and heigh t not less thar+ 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin b;ased adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - '2015 guidelines and MORT&H specification 804 etc., complete
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
6735
480
3232800
Providing and Fixing of Retro-Reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mm and 0.6 m 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 60 cm, 60cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801 )
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
60
4000
240000
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 cm 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 4 956.Area of reflective sheeting should not be less than 70 cm 2.Edge of retro reflective shall be concealed using a grillJ 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.
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
3332
470
1566040
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges, 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 years warranty issued for field perforamance and certified copy of three years outdoor exposure report shall be obtained as pr IRC 67-2012 (as per MORT&H Specification No.801) (60cmX45cm rectangular )
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
20
4316
86320
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges, 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 years warranty issued for field perforamance and certified copy of three years outdoor exposure report shall be obtained as pr IRC 67-2012 (as per MORT&H Specification No.801) 90cm Octagon High
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
25
8205
205125
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges, 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 years warranty issued for field perforamance and certified copy of three years outdoor exposure report shall be obtained as pr IRC 67-2012 (as per MORT&H Specification No.801) 60 cm Circular Board
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
60
4513
270780
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges, 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 years warranty issued for field perforamance and certified copy of three years outdoor exposure report shall be obtained as pr IRC 67-2012 (as per MORT&H Specification No.801) 90CM Equilateral Triangle Board
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
60
5126
307560
Direction and Place Identification Signs - Type - XI ( For Location of black spot curve, sharp bend, junction, ghat roads and critical zone applications) providing and erecting Direction and place Identification Retro- Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type XI standards of IRC-67:2012 and ASTM D 4956 -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly 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 consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be converd under 10 year warrantly issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (As per MORT&H Specification No.801) Rate per sqm ( for sign having area more than 0.9 sqm) Type - X
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
56.16
14355
806176.8
Direction and Place Identification Signs - Type - IV providing and erecting Direction and place Identification Retro- Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956 -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly 45cmx45cmx60cm size including cost and conveyance of all materials equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be converd under 7 year warrantly issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (As per MORT&H Specification No.801) Rate per Sqm Rate per sqm ( for sign having area more than 0.9 sqm) Type-IRectangular Size. (1200 X 900 mm ). For Place Identification
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
5.4
11805
63747
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
9
11805
106245
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012. (As per MORTH & H Specification No. 801).Chevron board (800mm x 600mm Rectangular size).
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
36
6349
228564
Supplying and installation of delineators (road way indicators, object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 rum rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
395
2400
948000
Providing and Fixing of Retro - Reflectorised Cautionary Star Sign made out of High Intensity Prismatic Grade refelective Sheeting sticked over CR sheet 0.20mm / 32 G thickness with black enamel paint firmly fixed on the trees with 1 1/2" x 14 G wire nails of size of 100mm x 100mm.
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
60
90
5400
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
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
20
25000
500000
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
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
90
6500
585000
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.
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
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.
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
20
574
11493
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.,
1
-
-
Providing and fixing Road Furnitures at Km 47/2 - 48/2,50/6 - 53/0, 54/2 - 55/8 Of Erode - Karur Road (SH-84)
40
1220
48808.8
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
196255903
-
Add GST at 18%
1
35326063
-
Total Value put to Tender
1
231581966
-
Differnce Amount (Excess/Less)
1
-
-
Quoted Amount (Basic Rate Only)
1
-
-
Add GST at 18% of of Quoted Amount
1
-
-
Total Value of Quoted Amount Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
196255903
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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