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₹ 29,23,00,000
Costs
EMD
₹ 14,73,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv 85 Aruppukottai H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_499338_1Tender No
T.N 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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BOQ Items
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and sidde drains in accordance with the specification and the line, grades and cross sections shown in the drawings or as indicated by the Engineer as per SS 20B for box cutting of widerning portion MORTH 111,112,301 to 305
-
-
-
Road A
13915
123
1715162.9
Road A (Junction Improvements)
1551.02
123
191178.73
Road A (Bus Lay Bay)
588
123
72476.88
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing 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 otherdeleterious 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 making up of low berms with conveyance
-
-
-
Road A
11815
238
2812442.6
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.
-
-
-
Road A
13915
26
371252.2
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
9900
1984
19650807
Road A (Junction Improvements)
569.61
1984
1130635.98
Road A (Bus Lay Bay)
216
1984
428744.88
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
5500
2074
11411840
Road A (Junction Improvements)
90.75
2074
188295.36
Road A (Bus Lay Bay)
120
2074
248985.6
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.
-
-
-
Road A
15435
2278
35163245.25
Road A (Junction Improvements)
907.8
2278
2068104.57
Road A (Bus Lay Bay)
300
2278
683445
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
63373
81
5177574.1
Road A (Junction Improvements)
3721.23
81
304024.49
Road A (Bus Lay Bay)
1200
81
98040
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
63373
18
1193947.32
Road A (Junction Improvements)
3721.23
18
70107.97
Road A (Bus Lay Bay)
1200
18
22608
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
26508
27
717571.56
Road A (Junction Improvements)
3345.19
27
90554.29
Providing, laying 75mm consolidated thick Dense Bituminous Macadam 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 VG40 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
5704
10288
58685718.08
Road A (Junction Improvements)
34.29
10288
352793.35
Providing, laying 50mm consolidated thick Dense Bituminous Macadam 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 VG40 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 (Bus Lay Bay)
60
11080
664848
Bituminous Macadam -Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne 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 504 of MORTH Rev-5
-
-
-
Road A
1672
9472
15837919.68
Road A (Junction Improvements)
329.77
9472
3123726.54
Bituminous Concrete - rovidingandlaying 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
3593
11994
43096166.64
Road A (Junction Improvements)
221.48
11994
2656537.43
Road A (Bus Lay Bay)
48
11994
575735.04
Providing Barrier type kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12 mm ISS HBG metal from approved quarry , including cost and conveyence of all materials to work site, 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 Improvements)
11610.79
486
5646211.07
Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures,spread,greaded and compacted as per CL:407 of MORTH
-
-
-
Road A (Junction Improvements)
1676.41
42
71834.17
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)
-
-
-
Road A Box Culvert 15/8
18.85
486
9164.87
Road A Box Culvert 16/4
20.27
486
9855.27
Road A Box Culvert 16/10
20.63
486
10030.31
Road A Box Culvert 17/4
22.85
486
11109.67
Road A Box Culvert 17/8
17.53
486
8523.09
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
-
-
-
Road A Box Culvert 15/8
179.63
290
52092.7
Road A Box Culvert 16/4
180.11
290
52231.9
Road A Box Culvert 16/10
178.4
290
51736
Road A Box Culvert 17/4
180.11
290
52231.9
Road A Box Culvert 17/8
113.57
290
32935.3
Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT
-
-
-
Road A Box Culvert 15/8
17.5
6232
109060
Road A Box Culvert 16/4
17.5
6243
109252.5
Road A Box Culvert 16/10
17.5
6243
109252.5
Road A Box Culvert 17/4
17.5
6255
109462.5
Road A Box Culvert 17/8
14.48
6255
90572.4
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL
-
-
-
Road A Box Culvert 15/8
72.59
12545
910641.55
Road A Box Culvert 16/4
72.59
12556
911440.04
Road A Box Culvert 16/10
72.59
12556
911440.04
Road A Box Culvert 17/4
72.59
12568
912311.12
Road A Box Culvert 17/8
43.18
13535
584441.3
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping 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 2706 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Box Culvert 15/8
5.31
95610
507975.93
Road A Box Culvert 16/4
5.31
95610
507975.93
Road A Box Culvert 16/10
5.31
95610
507975.93
Road A Box Culvert 17/4
5.31
95610
507975.93
Road A Box Culvert 17/8
3.78
95610
360927.75
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS
-
-
-
Road A Box Culvert 15/8
76.2
7968
607161.6
Road A Box Culvert 16/4
76.2
7980
608076
Road A Box Culvert 16/10
76.2
7980
608076
Road A Box Culvert 17/4
76.2
7991
608914.2
Road A Box Culvert 17/8
55.62
8161
453914.82
Vibrated 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 fixing 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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 72mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Box Culvert 15/8
50.18
678
34035.59
Road A Box Culvert 16/4
50.18
679
34079.75
Road A Box Culvert 16/10
50.18
679
34079.75
Road A Box Culvert 17/4
50.18
680
34123.91
Road A Box Culvert 17/8
38.6
680
26249.16
Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Road A Box Culvert 15/8
39.95
1443
57647.85
Road A Box Culvert 16/4
39.95
1452
58007.4
Road A Box Culvert 16/10
39.95
1452
58007.4
Road A Box Culvert 17/4
39.95
1460
58327
Road A Box Culvert 17/8
29.55
1460
43143
Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
-
-
-
Road A Box Culvert 15/8
16.8
218
3664.08
Road A Box Culvert 16/4
16.8
218
3664.08
Road A Box Culvert 16/10
16.8
218
3664.08
Road A Box Culvert 17/4
16.8
218
3664.08
Road A Box Culvert 17/8
23.4
218
5103.54
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)
-
-
-
Road A Slab Culvert 18/10
35.74
486
17376.79
Road A Slab Culvert 20/10
29.24
486
14216.49
Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)
-
-
-
Road A Slab Culvert 18/10
128.06
290
37137.4
Road A Slab Culvert 20/10
128.05
290
37134.5
Plain Cement Concrete of grade M15 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 LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
10.66
6267
66806.22
Road A Slab Culvert 20/10
10.67
6290
67114.3
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 ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
84.26
7422
625377.72
Road A Slab Culvert 20/10
84.23
7445
627092.35
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, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
38.06
9374
356774.44
Road A Slab Culvert 20/10
45.17
9430
425953.1
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 DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
5.89
13252
78054.28
Road A Slab Culvert 20/10
5.92
13336
78949.12
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.
-
-
-
Road A Slab Culvert 18/10
8.82
110
970.2
Road A Slab Culvert 20/10
8.81
110
969.1
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 Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
12.42
12350
153387
Road A Slab Culvert 20/10
12.41
12373
153548.93
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. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
2.14
1738
3719.32
Road A Slab Culvert 20/10
2.14
1756
3757.84
Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site 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 as per standard specification for PCC PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
5.46
11860
64755.6
Road A Slab Culvert 20/10
5.46
11771
64269.66
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping 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 2706 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A Slab Culvert 18/10
2.37
95610
226978.14
Road A Slab Culvert 20/10
2.33
95610
222962.52
Vibrated Cement concrete M30 Grade (Design mix) using 25mm,12mm,and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to side cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying , compacting , curing including all other incidental charges etc, complete for WEARING COAT 72mm uniform thickness over Deck Slab.
-
-
-
Road A Slab Culvert 18/10
33.82
681
23031.42
Road A Slab Culvert 20/10
33.82
682
23088.91
Supplying and fixing GI 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, etc., complete as per cl 2705 of MORT&H specification. (V Revision)
-
-
-
Road A Slab Culvert 18/10
2
2498
4996.2
Road A Slab Culvert 20/10
2
2498
4996.2
Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Road A Slab Culvert 18/10
26.31
1469
38649.39
Road A Slab Culvert 20/10
30.61
1486
45486.46
Providing and fixing moulded Bitumen joint pad, for expansion joint including cost of sealing coumpound and priming cost clause 2100 of MORT & H Specification
-
-
-
Road A Slab Culvert 18/10
6.54
653
4273.24
Road A Slab Culvert 20/10
6.54
653
4273.24
Filling behind Abutments and return wall 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 CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Road A Slab Culvert 18/10
78.17
462
36114.54
Road A Slab Culvert 20/10
88.99
438
38977.62
Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)
-
-
-
Road A Slab Culvert 18/10
38.96
218
8497.18
Road A Slab Culvert 20/10
42.5
218
9269.25
Painting two coats with Ready mix 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
-
-
-
Road A Slab Culvert 18/10
48.92
250
12234.89
Road A Slab Culvert 20/10
48.92
250
12234.89
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 for FOUNDATION OF RETAINING WALL
-
-
-
Road A (Retaining wall)
378
123
46592.28
Plain Cement Concrete M20 gradeMix 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 Foundation of Retaining Wall
-
-
-
Road A (Retaining wall)
94.5
6444
608958
Vibrated Cement Concrete M20 gradeMix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
-
-
-
Road A (Retaining wall)
194.4
7294
1417953.6
Vibrated Cement Concrete M20 gradeMix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)
-
-
-
Road A (Retaining wall)
225.83
9729
2197100.07
Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 Retaining Wall
-
-
-
Road A (Retaining wall)
74.14
203
15057.83
Filling with earth including cost and conveyance of earth to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification
-
-
-
Road A (Retaining wall)
186
166
30896.46
Filling with excavated earth excluding cost and conveyance of earth to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification
-
-
-
Road A (Retaining wall)
378
42
16197.3
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising Unit RM Basic Rate approved for the year 2024-2025 (w.e.f. 15.07.2024) 6500.00 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
-
-
-
Road A (Road Furniture)
7612.7
890
6775303
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 dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will beby drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as permanufacturer’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
-
-
-
Road A (Road Furniture)
8455
480
4058400
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on amild 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 concrete45cmX45cmX60cmsizeincluding 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 shee 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 SpecificationNo.801)
-
-
-
90cm Equilateral triangle
-
-
-
Road A (Road Furniture)
94
5126
481844
60cm circular
-
-
-
Road A (Road Furniture)
39
4513
176007
90CM High Octagon
-
-
-
Road A (Road Furniture)
22
8205
180510
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)
-
-
-
Road A (Road Furniture)
36
4000
144000
Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineerin-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 beobtained as per IRC 67:2012. (as per MoRT&H Specification No.801) for sign having area more than 0.9
-
-
-
or sign having area more than 0.9
-
-
-
Road A (Road Furniture)
27
11805
318735
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.
-
-
-
Road A (Road Furniture)
1728
470
812160
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
-
-
-
Road A (Road Furniture)
145
4696
680920
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)
-
-
-
Road A (Road Furniture)
20
2400
48000
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
-
-
-
Road A (Road Furniture)
25
25000
625000
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.
-
-
-
Road A (Road Furniture)
6
2197
13182
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.
-
-
-
Road A (Road Furniture)
25
574
14366.25
Basic cost of value put to tender as per estimate
1
247698461
-
Add GST at 18%
1
44585723
-
Total Value put to Tender
1
292284184
-
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
247698461
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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