Highways Department Tender
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Highways Department Tender
Eprocure
Opening Date6 Nov 2019
Closing Date4 Dec 2019
Tender Amount₹ 7,39,21,494
Costs
EMD
₹ 3,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HWAY_143399_1Bid Award Id
ViewTender No
TN.No.24 / 2019-20 / SDO-TRY-NRRTender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer as per MORTH Vth Revision 111, 112, 202, 305.4.3, 501.
-
-
-
Road - A
3682
-
12.99
Road - B
4085.69
-
12.99
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201
box cutting for widening portion
-
-
-
Road - B
1519
-
73.1
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification MORT&H
111, 112, 401, 900
-
-
-
Road - B
443.88
-
2391.4
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification MORT&H
111, 112, 401, 900
-
-
-
Road - B
399.48
-
2485.19
Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Vth Revision 111, 112, 406, 900
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-
-
Road - A
2210.98
-
2686.91
Road - B
2552.95
-
2686.91
Providing and laying of Prime coat using Emulsion bitumen (SS1 Type) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 502, 900
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-
-
Road - A
11097.87
-
62.45
Road - B
15149.35
-
62.45
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
-
-
-
Road - A
11097.87
-
12.34
Road - B
15149.35
-
12.34
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the existing BT surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
-
-
-
Road - A
15
-
17.12
Road - B
120
-
17.12
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 3.00 Kg./ 10 Sqm. over the dry lean CC surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
-
-
-
Road - A
70.65
-
14.02
Road - B
70.65
-
14.02
Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900
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-
-
Road - A
559.19
-
7465
Road - B
767.01
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7465
Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen as per MORTH Vth Revision 111, 112, 501 507 900
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-
-
Road - A
335.51
-
9357.73
Road - B
462.69
-
9357.73
Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation with an average lead of 5 Km. for approach road as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
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-
-
Road - A
1648.39
-
141.09
Road - B
1835.4
-
141.09
Providing R.C.C M15 grade Precast KM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth Revision No.805
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-
-
Road - A
3
-
906
Road - B
3
-
906
Providing R.C.C M15 grade Precast HM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth Revision 804
-
-
-
Road - A
16
-
256
Road - B
15
-
256
Providing and erecting Direction and Place Identification Retro-reflectorised Signs 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 engineer in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 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. (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) Type XI for Name board) as per MORTH Vth Revision No.801) Area more than 0.90sqm
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-
-
Road - A
5.4
-
9057
Road - B
5.4
-
9057
Providing and erecting Direction and Place Identification Retro-reflectorised Signs 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 engineer in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 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. (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) (for sign having area upto 0.9sqm) Type XI for Name board) as per MORTH Vth Revision No.801) 90 cm Equilateral Triangle
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-
-
Road - A
40
-
4048
Road - B
30
-
4048
RECONSTRUCTION OF BOX CULVERT at Km. 0/6, 0/10, 1/4 (i), 1/6 (i), 1/8 (i) (ii), 1/10, 2/2, 2/4 & 2/10 of Road A & at Km. 0/8, 1/2, 1/6 (i), 2/6, 2/8, 2/10 & 3/2 of Road B
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-
-
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH V Revision 304
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-
-
Road - A
1590.3
-
146.2
Road - B
1231.98
-
146.2
Filling with M-Sand (crushed stone) including cost and conveyance to work site, laying, handling charges for filling in layers in foundation from approved sources as per standard specifications and as directed by the departmental officers etc., complete below culvert portion as per MORTH Vth Revision.
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-
-
Road - A
119.27
-
2225.57
Road - B
92.35
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2203.16
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION (Below Sill level). as per MORTH V Revision 1000, 1500, 1700, 2100.
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-
-
Road - A
479.27
-
6952.69
Road - B
350.8
-
6897.52
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BODY WALL & PARAPET (Above sill level). as per MORTH V Revision 1000, 1500, 1700, 2100.
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-
-
Road - A
290.42
-
8166.57
Road - B
222.35
-
8143.14
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete for Box culvert as per MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900
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-
-
Road - A
281.69
-
10392.91
Road - B
223.81
-
10361.03
Supply and fabrication of steel Fe 500 required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
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-
-
Road - A
20.86
-
69849.37
Road - B
16.44
-
69849.37
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH V Revision 2700
-
-
-
Road - A
120
-
172.8
Road - B
84
-
172.8
Filling behind the culvert 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 MORTH V Revision 304
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-
-
Road - A
289.62
-
1107.11
Road - B
205.84
-
1081.24
Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation with an average lead of 5 Km. for Diversion Road as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
3000
-
141.09
Road - B
1487.5
-
141.09
Formation of Embankment with gravel including cost and conveyance and compactionquarrying place and compaction by power roller (97% compaction) including cost and conveyance of the earth to work site, including all labour charges for laying, spreading etc.,, complete for Diversion Road as per MORTH V Revision 304
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-
-
Road - A
412.5
-
1098.88
Road - B
196.91
-
1073.71
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification for Diversion Road as per MORT&H Vth Revision 111, 112, 401, 900
-
-
-
Road - A
430.8
-
2444.2
Road - B
395.78
-
2444.2
Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density for Diversion Road as per MORTH Vth Revision 111, 112, 406, 900
-
-
-
Road - A
546.5
-
2686.91
Road - B
343.9
-
2686.91
CONSTRUCTION OF RCC RETAINING WALL at Km. 2/10 of Road A
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-
-
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT H V Revision 304
-
-
-
Road - A
335.79
-
146.2
Filling with M-Sand (crushed stone) including cost and conveyance to work site, laying, handling charges for filling in layers in foundation from approved sources as per standard specifications and as directed by the departmental officers etc., complete.
-
-
-
Road - A
47.97
-
2230.87
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Below Sill level
-
-
-
Road - A
40
-
6156.19
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Retaining wall Above Sill Level
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-
-
Road - A
114.15
-
9288.38
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for above Sill level
-
-
-
Road - A
77.41
-
11080.1
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for STEM OF RETAINING WALL (Above Sill level) as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - A
8.1
-
9789.4
Supply and fabrication of steel Fe 500 required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
Road - A
7.08
-
69850
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH V 2700
-
-
-
Road - A
82
-
172.8
Refilling with available Excavated Earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 between Retaining wall and road
-
-
-
Road - A
252.15
-
25.5
CONSTRUCTION OF RETAINING WALL at Km.0/6, 1/6, 2/2 & 2/6
-
-
-
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT H V Revision 304
-
-
-
Road - A
168.3
-
146.2
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for RETAINING WALL (Below Sill level) as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - A
151.2
-
6869.87
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for STEM OF RETAINING WALL (Above Sill level) as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - A
219.92
-
7889.89
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH V 2700
-
-
-
Road - A
73
-
172.8
Refilling with available Excavated Earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 between Retaining wall and road
-
-
-
Road - A
239.5
-
25.5
Calculation of SubTotal, GST and Total carried out by system automatically
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-
Sub Total Amount for above all items (excluding GST)
1
-
-
GST 12% for above SubTotal Amount
1
-
-
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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