Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date7 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 20,64,50,000
Costs
EMD
₹ 10,45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Two Lane To Four Lane And Strengthening At Km 33/0 - 37/0 Of Ariyalur - Jayankondam Road (via) Sendurai Including Reconstruction Of
Description
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Contact
Tender Id
2024_HWAY_499320_1Tender No
TN.No.48/2024-25/HDO Dt.29.10.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Forming the embankment and shoulder with available cut earth at the site including spreading, watering & consolidation by power roller etc., complete as directed by the Engineer as per Cl.111, 112, 305.
11934
26
317683.08
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 (Grade-V)
7388
2235
16514544.16
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 (Grade-III)
3436
2324
7987703.56
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
11567
2194
25383087.48
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
60090
80
4852868.4
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 per Clause 503 of MORTH Rev-5
60090
18
1111064.1
Providing, laying 90 mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. (Grade-I)
5409
9420
50958026.73
Providing and laying Bituminous Concrete to 40 mm 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 (Grade-II)
2404
10906
26219827
Construction, Reconstruction and Widening of Box Culvert
-
-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for Lime concrete as per MORTH No.111,112,202
6.61
353
2339.08
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for PCC as per MORTH No.111,112,202
9.41
486
4575.14
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation
715.56
246
176399.85
Plain Cement Concrete M15 Grade (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
47.37
6552
310409.93
Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal with M-Sand including cost and conveyance of all materials to site including cost of cement, centering, soft water excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 for Base Slab, Sidewall and Top Slab
213.32
12789
2728213.48
Vibrated Reinforced Cement concrete M30 (Design mix) WEARING COAT 75mm thickness using IRC size HBG graded metal with M - Sand including cost and conveyance of all materials to site excluding cost and fabrication of steel but including cost of cement, premoulded expansion joints and fixing the same in position including formwork and centering labour charges for laying, compacting finishing curing including all other incidental charges etc.complete as per MORTH No.111,112, 2702, 900 for Over Deck Slab / Appraoch Slab
140.38
700
98322.15
Supply and fabrication of Fe 500 grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
14.79
95610
1414454.34
Vibrated Cement Concrete of grade M20 (nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants etc., complete as per relevant standard specification for Wing wall and Parapet as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
151.84
8417
1278078.28
RCC Retaining wall
-
-
-
Earth work excavation in all classes of soils except soft rock / disintegrated rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20B including cost of all labour, equipments and all incidental charges such as baling of water, providing and maintaining necessary cofferdams, sheetings, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, back filling and cleaning the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION
468.37
246
115462.57
Filling with Stone Dust in Foundation Trenches as per Drawing & Technical Specifications including cost & conveyance of all materials to site including labour charges for tamping, compaction etc., complete as directed by the Departmental Engineer
29.2
499
14580.14
Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size 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 levelling course as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
29.2
6538
190923.32
Vibrated Reinforced Cement Concrete of graded M25 (Design Mix) using ISS size 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 shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS.(BELOW SILL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
231.61
9929
2299706.64
Vibrated Reinforced Cement Concrete of graded M25 (Design Mix) using ISS size HBG 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 (ABOVE SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
164.04
13424
2202132.01
Vibrated Cement Concrete M20 using 40mm ISS hard granite crushed stone including cost and conveyance of allmaterials to site excluding cost and fabrication of steel but including formwork and centering, softwater, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing,working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification as per MORTH No.1000,1500,1700, 2200 for Parapet
18
10723
193028.76
Providing and laying Earth having minimum CBR of 10 with an additional lead of 9km including cost of earth, seigniorage charges conveyance, laying, watering and consolidation etc., complete as directed by the Engineer as per MORTH No.111, 112, 305, 900 Filling behind Retaining wall
241.43
279
67361.38
Supply and fabrication of Fe 500 grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
20.24
95610
1935146.4
Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
127.2
203
25834.32
Easing with Branch Road
-
-
-
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 charges, materials, tools, equipments and all incidental charges, 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. For Boxing including conveyance of sut earth away from the site with average lead
450
123
55467
Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for picking etc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,501
708
21
15462.72
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 (Grade-V)
192
2235
429181.44
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 (Grade-III)
39
2324
90663.69
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
473
2194
1037970.12
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
2407
80
194389.32
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 per Clause 503 of MORTH Rev-5
2407
18
44505.43
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 per Clause 503 of MORTH Rev-5
828
26
22182.12
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs 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 required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory 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 (Grade-II)
102
8238
840302.52
Providing, laying 90 mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. (Grade-I)
110
9420
1036306.7
Providing and laying Bituminous Concrete to 30 mm 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 (Grade-II)
110
10379
1141772.5
Bus lay bye
-
-
-
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 charges, materials, tools, equipments and all incidental charges, 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. For Boxing including conveyance of sut earth away from the site with average lead
423.76
123
52232.66
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 (Grade-V)
161.26
2235
360467.7
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 (Grade-III)
75
2324
174353.25
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
187.5
2194
411457.5
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
750
80
60570
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 per Clause 503 of MORTH Rev-5
750
18
13867.5
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 (Grade-II)
37.5
9601
360072
Providing and laying Bituminous Concrete to 30 mm 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 (Grade-II)
30
10379
311392.5
Kerb Type Center Median
-
-
-
Providing Barrier type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1:5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.
7698.88
510
3930663.18
Filling the median with available cut earth at the site including spreading, watering & consolidation by manually etc., complete as directed by the Engineer as per Cl.111, 112, 305.
949.3
42
40677.51
Road Furnitre
-
-
-
Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads at 250gms. per sqm area thickness of 2.50mm 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)
3697.44
890
3290721.6
Providing and fixing reflective road stud of 'category A' raised pavement markers made out of poly corbonite/ methyl methecrylate/ABS moulded body confirming to ASTM D788 and reflective panels with micro prismatic lens capabale of provididng 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/NH33023/10/97-Do.III dt 11.06.97. The height,width and length shall not be less than15mm, 90mm and 100mm and with minimum reflective area of 13sq.cm on each side and 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 MORT&H circular. The strength of detachment of the integrated cylindrical shanks(of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to ba minimum value of 500kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer. The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc.complete
7010
480
3364800
Providing and erecting Retro reflectorised Hazard marker Traffic sign made out of high intensity prismatic grade sheeting conforming to Type-IV standards of IRC 67 - 2012 and ASTMD 4956 - 09. specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame mild steel angle 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by measn of properly designed foundation with M15 grade cement concrete 45cmx 45cm x 60cm 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 Retrol 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) 30cm x 90 cm rectangular
110
4000
440000
Providing and erecting of Retro Reflectorised cautionary, Mandatory and Informatory signs ( Without Definition board) made out of high intensity prismatic grade sheeting conforming to Type-IV standards of IRC 67 - 2012 and ASTMD 4956 - 09. specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 45cmx 45cm x 60cm 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 Retrol 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) 60cm x 45cm Rectangular
187
4316
807092
Providing and erecting Direction and Place Identification of Retro Reflectorised sign made out of cube corner micro prismatic grade sheeting conforming to Type-XI standards of IRC 67 - 2012 and ASTMD 4956 - 09. specification and fixed over 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle post 75 mm x 75 mm x 6 mm 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 measn of properly designed foundation with M15 grade cement concrete 45cmx 45cm x 60cm 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. micro prismatic grade 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 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H specification No.801) (for sign having area more than 0.90 sqm).Type-XI
73.42
14355
1053944.1
Providing and erecting of Retro Reflectorised cautionary, Mandatory and Informatory signs ( Without Definition board) made out of high intensity prismatic grade sheeting conforming to Type-IV standards of IRC 67 - 2012 and ASTMD 4956 - 09. specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 45cmx 45cm x 60cm 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 Retrol 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) 60 cm Circular
148
4513
667924
Supply and installation of Delineators (Road way indicators, hazard markers object makers) 80-100 cm high above ground level, painted at alternatively Black and white in 15 cm wide strips, fitted with 80 x 100mm rectangular or 75mm dia circular reflectorised panels at the top burned or pressed in to the ground and conforming to IRC 79 etc.complete. (as per MORT&H specification No.806) For delineators
629
2400
1509600
Providing and fixing of Flexible Median marker that are made of tough, high impact resistant, injection molded, thermoplastic body with property of flexibility to provide high durability. The dimension of flexible medianmarker should not exceed 18.4cm in height ( including shank height) 12.5cm in width, 0.65cm in thickness and shank depth shall be 3.4cm. The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible median marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The median marker shall have flame like shaped body with, fluorescent yellow color retro- reflective sheeting of size not less than 90cm square, with fully reflective micro prismatic cube corners as its retro reflective elements as per IRC 67-2012 and ASTM D4956-09 type XI specfications reflectivity values. The retro - reflective sheeting shall be one or both sides o the Flexible Median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism. sheeting damage etc. The flexible median marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer.
1600
1980
3168000
Providing and erecting of Retro Reflectorised cautionary, Mandatory and Informatory signs ( Without Definition board) made out of high intensity prismatic grade sheeting conforming to Type-IV standards of IRC 67 - 2012 and ASTMD 4956 - 09. specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 45cmx 45cm x 60cm 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 Retrol 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) 60cm x 60cm Square
40
5184
207360
Providing and erecting of Retro Reflectorised cautionary, Mandatory and Informatory signs ( Without Definition board) made out of high intensity prismatic grade sheeting conforming to Type-IV standards of IRC 67 - 2012 and ASTMD 4956 - 09. specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 45cmx 45cm x 60cm 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 Retrol 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) 90cm high Otagon
20
8205
164100
Supplying of Solar Powered Traffic Blinkers of 30 cm dia With Polycarbonate Dome 5 mm red of Led 150 Nos iri each Red Blinkers Light- made of Polycarbonate molded body, No With Red/White / Blue Led Blinkers Delineators solar Panel solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic, lens capable of providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063:1987 category 2 and should withstand temperatures in the range of -7 C to 70C. Flashing rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro - amperes in sleep - charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10mm x 100mm x 100mm. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer. Warranty certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the Engineer -in- charge. Two years Warranty certificate for Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the Engineer - in - charge
16
25000
400000
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
1
174953540
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Add GST at 18%
1
31491637
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Total Value put to Tender
1
206445177
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Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
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Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
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Basic cost of value put to tender as per Estimate
-
-
174953540.39
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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