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.
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 | |||||
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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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