Highways Department Tender
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Highways Department Tender
Eprocure
Opening Date28 Oct 2019
Closing Date28 Nov 2019
Tender Amount₹ 5,04,86,140
Costs
EMD
₹ 2,63,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
(package No.4) Trichy (h) Nabard And Rural Roads Sub Division
Description
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Contact
Tender Id
2019_HWAY_142334_1Bid Award Id
ViewTender No
TN.No.20 / 2019-20 / SDO-TRY-NRRTender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Road - C
1584
-
3.9
Road - D
1920
-
3.9
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer per MORTH V Revision 111, 112, 202, 305.4.3, 501
-
-
-
Road - A
1687.5
-
12.99
Road - B
4043.75
-
12.99
Road - C
1567.73
-
12.99
Road - D
2015.63
-
12.99
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 as per MORTH V Revision 111, 112, 401, 900
-
-
-
Road - A
309.38
-
1542.99
Road - B
562.5
-
1498.99
Road - C
104.81
-
1551.79
Road - D
343.13
-
1615.96
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 V Revision 111, 112, 406, 900
-
-
-
Road - A
1265.63
-
1704.21
Road - B
3032.82
-
1704.21
Road - C
1350.47
-
1704.21
Road - D
1511.72
-
1738.74
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 V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
5062.5
-
62.41
Road - B
12131.25
-
62.41
Road - C
5401.88
-
62.41
Road - D
6046.88
-
62.43
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 V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
5062.5
-
12.33
Road - B
12131.25
-
12.33
Road - C
5401.88
-
12.33
Road - D
6046.88
-
12.34
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
-
-
-
Road - A
253.13
-
6397.8
Road - B
606.57
-
6397.8
Road - C
270.09
-
6397.8
Road - D
302.3
-
6438.64
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 V Revision 111, 112, 507, 900.
-
-
-
Road - A
151.88
-
8298.38
Road - B
363.94
-
8298.38
Road - C
162.06
-
8298.38
Road - D
181.4
-
8341.28
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 making up berms as per MORTH V Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
1085.76
-
141.09
Road - B
2541.6
-
141.09
Road - C
976.8
-
141.09
Road - D
1647
-
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 MORT & H specification No.804
-
-
-
Road - A
1
-
906
Road - B
3
-
906
Road - C
1
-
906
Road - D
1
-
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 MORT & H specification No.804
-
-
-
Road - A
5
-
256
Road - B
13
-
256
Road - C
5
-
256
Road - D
7
-
256
CONTRUSTRION OF BOX CULVERT At Km. 2/2 of Road B
-
-
-
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification Dressing upto Sill level as per MORTH Vth Rev., 304.
-
-
-
Road - B
16.5
-
73.1
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 of BOX CULVERT as per MORT V Revision 304.
-
-
-
Road - B
41.5
-
305
Filling with M-Sand to 150 mm thick below the foundation concrete including cost and conveyance of all materials to site from any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc. complete for body wall and cradle portion
-
-
-
Road - B
5.5
-
1581.92
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 OF BODY WALL FOR CULVERT (Below Sill level) as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - B
17.8
-
5786
Vibrated reinforced cement concrete design mix M30 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 CELL STRUCTURES as per MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900.
-
-
-
Road - B
19.1
-
8875
Supply and fabrication of Fe 500 steel 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 - B
1.8
-
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.
-
-
-
Road - B
16
-
172.8
Vibrated cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal including cost and conveyance of all materials to site 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 incidental charges etc., complete for WEARING COAT 75MM uniform thickness as per MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900
-
-
-
Road - B
17.2
-
563.1
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 Parapet wall
-
-
-
Road - B
9.5
-
6694
Providing and fixing of Cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc., complete. as per MORTH Vth Rev., 2705
-
-
-
Road - B
2
-
2100
Filling with earth including cost and conveyance of earth 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.
-
-
-
Road - B
6.5
-
269.6
FORMATION OF DIVERSION ROAD
-
-
-
Excavation including 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 for carted earth with a lead of 5 Ks for formation of Diversion road as per MORTH V Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - B
87
-
261.09
Supply of NP3 Class 1000mm dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete including Hoisting and Fixing the pipe in position as per MORTH Vth 2900.
-
-
-
Road - B
10
-
3897
CONSTRUCTOIN OF RETAINING WALL
-
-
-
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
867
-
146.2
Road - C
741.24
-
146.2
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 RETAINING WALL (Below Sill level) as per MORTH V Revision 1000, 1500, 1700, 2100..
-
-
-
Road - A
144.42
-
5081
Road - C
124
-
5101
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 OF RETAINING WALL (Above sill level) as per MORTH V Revision 1000, 1500, 1700, 2100.
-
-
-
Road - A
799.29
-
6063
Road - C
684
-
6085
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.
-
-
-
Road - A
324
-
172.8
Road - C
276
-
172.8
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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