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Upgradation Of Panchayat Union Roads / Panchayat Roads In Ariyalur ( H ) Nabard And Rural Roads Sub Division ( Package No . 14 ) , Ariyalur-Tamil Nadu

Highways Department-HD has published Upgradation Of Panchayat Union Roads / Panchayat Roads In Ariyalur ( H ) Nabard And Rural Roads Sub Division ( Package No . 14 ) . Submission Date for this Tender is 15-07-2020. Road Work Tenders in Ariyalur Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

24628009
Upgradation Of Panchayat Union Roads / Panchayat Roads In Ariyalur ( H ) Nabard And Rural Roads Sub Division ( Package No . 14 )
Open Tender
Indian
Tamil Nadu
Ariyalur
15-07-2020

Tender Details

Upgradation Of Panchayat Union Roads / Panchayat Roads In Ariyalur ( H ) Nabard And Rural Roads Sub Division ( Package No . 14 )

Key Value

Document Fees
Refer document
EMD
INR 290000.0 /-
Tender Value
INR 5.59 Crore /-

BOQ Items

PACKAGE NO. 14 Upgradation of Panchayat Union Roads / Panchayat Roads in Ariyalur (H) NABARD and Rural Roads Sub Division 1. Upgradation of KP road to Kandirathitham road Km 0/0-2/480 - Road A 2. Upgradation of Sannavur-Mudhuvathur road Km 0/0-1/4 - Road B 3. Upgradation of Kallagam To Thirumalapadi Road Km 0/0-4/8- Road C
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing the light jungle on Road side as per standard specification as directed by the departmental officers and including all other incidental charges etc., complete as per MORT & H 111, 112, 201
2 1.01 Road - A 2448 Square Metre
3 1.02 Road - B 1440 Square Metre
4 1.03 Road - C 4896 Square Metre
5 2 Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer.
6 2.01 Road - A 3128.13 Square Metre
7 2.02 Road - B 1778.13 Square Metre
8 2.03 Road - C 5835.63 Square Metre
9 3 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 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth 111, 112, 401, 900
10 3.01 Road - A 384.31 Cubic Metre
11 3.02 Road - B 255.94 Cubic Metre
12 3.03 Road - C 394.33 Cubic Metre
13 4 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 MORT&H Vth Revision 111, 112, 406, 900\n
14 4.01 Road - A 2386.6 Cubic Metre
15 4.02 Road - B 1333.6 Cubic Metre
16 4.03 Road - C 4466.71 Cubic Metre
17 5 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 MORT&H Vth Revision 111, 112, 501, 502, 900
18 5.01 Road - A 9546.38 Square Metre
19 5.02 Road - B 5334.38 Square Metre
20 5.03 Road - C 17866.9 Square Metre
21 6 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 MORT&H Vth Revision 111, 112, 501, 503, 900
22 6.01 Road - A 9546.38 Square Metre
23 6.02 Road - B 5334.38 Square Metre
24 6.03 Road - C 17866.9 Square Metre
25 7 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 MORT&H Vth Revision 111, 112, 501, 503, 900
26 7.01 Road - c 1350 Square Metre
27 8 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 MORT& H Vth Revision 111, 112, 501, 504, 900
28 8.01 Road - A 477.32 Cubic Metre
29 8.02 Road - B 266.72 Cubic Metre
30 8.03 Road - C 960.86 Cubic Metre
31 9 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 MORT & H Vth Revision 111, 112, 501 507 900
32 9.01 Road - A 286.39 Cubic Metre
33 9.02 Road - B 160.03 Cubic Metre
34 9.03 Road - C 576.52 Cubic Metre
35 10 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 making up berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
36 10.01 Road - A 1557.6 Cubic Metre
37 10.02 Road - B 924 Cubic Metre
38 10.03 Road - C 3049.2 Cubic Metre
39 10.04 Reconstruction of RCC BOX CULVERT at Km. 0/2 & 0/8 of Road C
40 11 Dismantling the Brick / Stone masonry in cement mortar walls salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
41 11.01 Road - C 25.92 Cubic Metre
42 12 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 such as bailing out water, 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 & WING WALL as per MORTH Vth Revision 304.
43 12.01 Road - C 187.26 Cubic Metre
44 13 Providing M- Sand (Crushed stone sand) filling including cost and conveyance (Crushed stone staud) of sand to work site laying and filling in layers tamping under optimum moisture content to get the maximum dry density including watering with all leads for good water and all other incidental charges etc., complete for as per MORTH Vth Revision
45 13.01 Road - C 24.88 Cubic Metre
46 14 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 for WING WALL (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
47 14.01 Road - C 33.04 Cubic Metre
48 15 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 for WING WALL (Above Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
49 15.01 Road - C 25.6 Cubic Metre
50 16 Vibrated Reinforced Cement Concrete M25 (Design mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but includingcost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT as per MORTH Vth Revision 1000, 1500, 1700, 2100.
51 16.01 Road - C 62.62 Cubic Metre
52 17 Supply and fabrication of steel grade Fe-500 required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills,hoisting 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 as per MORTH Vth Revision 1000, 1600.
53 17.01 Road - C 4.22 Metric Tonne
54 18 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
55 18.01 Road - C 24 Nos.
56 19 Filling with carted earth with a lead of 5 Km. 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
57 19.01 Road - C 99.24 Cubic Metre
58 19.02 CONSTRUCTION OF PCC RETAINING WALL
59 20 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 PCC Retaining wall as per MORT H Vth Revision 304
60 20.01 Road - A 423 Cubic Metre
61 20.02 Road - B 489 Cubic Metre
62 20.03 Road - C 792 Cubic Metre
63 21 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 PCC RETAINING WALL (Below Sill level) as per MORTH V 1000, 1500, 1700, 2100.
64 21.01 Road - A 105.6 Cubic Metre
65 21.02 Road - B 123 Cubic Metre
66 21.03 Road - C 198 Cubic Metre
67 22 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 STEM OF RETAINING WALL (Above Sill level) as per MORTH V 1000, 1500, 1700, 2100.
68 22.01 Road - A 404.41 Cubic Metre
69 22.02 Road - B 468 Cubic Metre
70 22.03 Road - C 759 Cubic Metre
71 23 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
72 23.01 Road - A 162 Nos.
73 23.02 Road - B 186 Nos.
74 23.03 Road - C 302 Nos.
75 23.04 Calculation of SubTotal, GST and Total carried out by system automatically
76 24 Sub Total Amount for above all items (excluding GST) 1 subtotal
77 25 GST 12% for above SubTotal Amount 1 gst
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