Highways Department Tender
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Highways Department Tender
Road Construction
Eprocure
Opening Date6 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 16,16,00,000
Costs
EMD
₹ 8,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Two Lane To Two Lane With Paved Shoulder And Strengthening At Km 9/0-10/6,13/8-19/3,20/1-21/250 Of Mundiyampakkam Pondicherry Road
Description
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Contact
Tender Id
2024_HWAY_499142_1Tender No
TN.No.47/2024-25/HDO Dt.28.10.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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)
2419
1973
4774477.06
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
6047
2132
12893352.93
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
24188
80
1950278.44
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
24188
18
446268.6
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
55772
26
1492458.72
Providing, laying 75mm 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 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 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)
2419
8941
21629464.31
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 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)
3420
9667
33061687.2
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 (Grade-II)
3199
10471
33497048.9
Slab culvert and Box culvert
-
-
-
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) as per MORTH No.111,112,202
-
-
-
at km 10/2
3.86
486
1876.73
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 ) Masonary in cement mortor as per MORTH No.111,112,202
-
-
-
at km 10/2
3
283
849.42
at km 14/8
21.08
283
5968.59
at km 16/2
21.08
283
5968.59
at km 17/6
42.16
283
11937.18
at km 18/2
13.66
283
3867.69
at km 18/8
13.66
283
3867.69
at km 19/3
14.71
283
4164.99
at km 20/2
14.64
283
4145.17
Earth work excavation in all classes of soils except soft rock not requiring blasting, except medium rock and hard rock Requiring and depositing on bank with all lead and lifts as per SS20B including cost of all labour ,materials tools, equipments and all other incidental charges and sheeting, shoring and bracing and their sebsequent removal other deletorious matter and obstructions, trimming of bottom of excavation, back filling and disposal of all surplus materials etc complete as per standard specification for Foundation of culvert as per MORTH No. 111, 112, 304.
-
-
-
at km 10/2
159.18
387
61602.66
at km 14/8
150.4
290
43616
at km 16/2
150.4
290
43616
at km 17/6
300.8
290
87232
at km 18/2
159.21
290
46170.9
at km 18/8
159.21
290
46170.9
at km 19/3
158.52
290
45970.8
at km 20/2
159.54
290
46266.6
Vibrated 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, formwork and centering, 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, 1700, 2200 for BASE COURSE OF BOX CULVERT
-
-
-
at km 10/2
9.36
6274
58724.64
at km 14/8
13.51
6161
83235.11
at km 16/2
13.51
6184
83545.84
at km 17/6
27.02
6197
167442.94
at km 18/2
13.51
6210
83897.1
at km 18/8
13.51
6210
83897.1
at km 19/3
13.51
6222
84059.22
at km 20/2
13.66
6235
85170.1
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Footing of Abutments, Returns wall.(Below sill)
-
-
-
at km 10/2
101.32
7316
741257.12
Vibrated Cement Concrete of grade M20 (nominal mix) using 40mm 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 as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 for Substructure of Abutments, Return walls (Above sill level)
-
-
-
at km 10/2
48.35
8613
416438.55
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS HBG 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 Bed block cum Dirtwall.
-
-
-
at km 10/2
2.07
13410
27758.7
Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal 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 BOX CULVERT BASE SLAB, WALL AND TOP SLAB
-
-
-
at km 14/8
54.25
12378
671506.5
at km 16/2
54.25
12401
672754.25
at km 17/6
108.5
12414
1346919
at km 18/2
54.25
12427
674164.75
at km 18/8
54.25
12427
674164.75
at km 19/3
54.25
12440
674870
at km 20/2
54.25
12452
675521
Providing and fixing KRAFT PAPER for full width of seating of Deck Slab and including cost and conveyance to work site, labour charges for fixing the same in the corrected position and all other incidental charges et., complete as directed by the Departmental officer as per MORTH No.2600
-
-
-
at km 10/2
3.64
110
400.4
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below 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 Deck slab.
-
-
-
at km 10/2
6.48
13271
85996.08
Vibrated reinforced cement concrete M40 (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, soft water labour charges for mixing transporting, 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 standard specification as per MORTH No. 111, 112, 900, 1000, 1500,1600, 1700, 2300, 2703 for Crash Barrier over Deck Slab
-
-
-
at km 10/2
2.76
18453
50930.28
Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, lead for soft water, labour charges for mixing, transporting laying and curing concrete working at depths Tools and plants and all other incidental charges etc. complete as per standard specification as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 for Crash Barrier type Parapet
-
-
-
at km 10/2
5.46
7115
38847.9
Vibrated 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, formwork and centering, 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, 1700, 2200 for BASE COURSE BELOW APPROACH SLAB
-
-
-
at km 10/2
2.88
7204
20747.52
Vibrated reinforced cement concrete M30 Grade (Design mix) using ISS HBG including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing transporting, placing in,position vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all otherincidental charges etc complete as per standard specificationas per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200, 2704 for APPROACH SLAB
-
-
-
at km 10/2
6.3
9868
62168.4
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
-
-
-
at km 10/2
2.4
95610
229464
at km 14/8
3.85
95610
368098.5
at km 16/2
3.85
95610
368289.72
at km 17/6
7.7
95610
736579.44
at km 18/2
3.85
95610
368098.5
at km 18/8
3.85
95610
368098.5
at km 19/3
3.85
95610
368098.5
at km 20/2
3.85
95610
368098.5
Vibrated Cement Concrete of grade M20 (nominal mix) using 40mm 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 as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 for wing WALL (Above sill level)
-
-
-
at km 14/8
65.05
7960
517798
at km 16/2
65.05
7983
519294.15
at km 17/6
130.1
7996
1040279.6
at km 18/2
65.05
8008
520920.4
at km 18/8
65.05
8008
520920.4
at km 19/3
65.05
8021
521766.05
at km 20/2
65.05
8032
522481.6
Vibrated Reinforced Cement concrete M30 (Design mix) WEARING COAT 75mm thickness using IRC size HBG graded metal 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
-
-
-
at km 10/2
35.72
675
24136
at km 14/8
34.06
673
22922.38
at km 16/2
34.06
675
22990.5
at km 17/6
68.12
676
46049.12
at km 18/2
34.06
677
23058.62
at km 18/8
34.06
677
23058.62
at km 19/3
34.06
677
23078.03
at km 20/2
34.06
679
23126.74
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawings 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 directed by the Departmental officer as per MORTH No.111, 112, 2705
-
-
-
at km 10/2
4
2498
9992.4
Providing FILTER MEDIA Behind Abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete as per MORTH No. 309
-
-
-
at km 10/2
25.5
1319
33634.5
at km 14/8
36.44
1287
46898.28
at km 16/2
36.44
1309
47699.96
at km 17/6
72.88
1319
96128.72
at km 18/2
36.44
1329
48428.76
at km 18/8
36.44
1329
48428.76
at km 19/3
36.44
1349
49157.56
at km 20/2
36.44
1349
49157.56
Providing and fixing moulded Bitumen joint pad, for expansion joint including cost of sealing coumpound and priming cost clause 2100 of MORT & H Specification
-
-
-
at km 10/2
8.18
234
1916.57
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 for filling behind the abutment and wings as per MORTH No. 111,112, 305, 900
-
-
-
at km 10/2
20.88
462
9646.56
at km 14/8
54.68
262
14326.16
at km 16/2
54.68
349
19083.32
at km 17/6
109.36
337
36854.32
at km 18/2
54.68
240
13123.2
at km 18/8
54.68
291
15911.88
at km 19/3
54.68
313
17114.84
at km 20/2
54.68
313
17114.84
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
-
-
-
at km 14/8
16.27
203
3304.44
at km 16/2
15.67
203
3182.58
at km 17/6
31.34
203
6365.15
at km 18/2
15.67
203
3182.58
at km 18/8
15.67
203
3182.58
at km 19/3
15.67
203
3182.58
at km 20/2
15.67
203
3182.58
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete
-
-
-
at km 10/2
34.12
653
22294.01
Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 Grade with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
-
-
-
at km 14/8
10
4276
42768
at km 16/2
10
4276
42768
at km 17/6
20
4276
85536
at km 18/2
10
4276
42768
at km 18/8
10
4276
42768
at km 19/3
10
4276
42768
at km 20/2
10
4276
42768
Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2905
-
-
-
at km 14/8
10
266
2662
at km 16/2
10
266
2662
at km 17/6
20
266
5324
at km 18/2
10
266
2662
at km 18/8
10
266
2662
at km 19/3
10
266
2662
at km 20/2
10
266
2662
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, 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 perstandard specification. For Formation of Diversion road
-
-
-
at km 14/8
22
238
5243.92
at km 16/2
22
238
5243.92
at km 17/6
44
238
10487.84
at km 18/2
22
238
5243.92
at km 18/8
22
238
5243.92
at km 19/3
22
238
5243.92
at km 20/2
22
238
5243.92
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)
-
-
-
at km 14/8
20.63
1884
38882.6
at km 16/2
20.63
1884
38882.6
at km 17/6
41.25
1884
77746.35
at km 18/2
20.63
1884
38882.6
at km 18/8
20.63
1884
38882.6
at km 19/3
20.63
1884
38882.6
at km 20/2
20.63
1884
38882.6
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
2658.2
890
2365798
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 arid height not less than 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 based 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 D428O and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete
520
480
249600
Providing and Erecting 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 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 IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)
18
4000
72000
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
136941571
-
Add GST at 18%
1
24649483
-
Total Value put to Tender
1
161591055
-
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
-
-
136941571.61
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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