Highways Department-HD has published Upgradation Of Panchayat Union Roads / Panchayat Roads In Pattukottai ( H ) Nabard And Rural Roads Sub Division ( Package No . 83 ). Submission Date for this Tender is 09-02-2021. Road Work Tenders in Pattukottai Tamil Nadu. Bidders can get complete Tender details and download the document.
| Package No. 83 Upgradation of Panchayat Union Roads / Panchayat Roads in Pattukottai (H) NABARD and Rural Roads Sub Division 1. Upgradation of Thippanviduthi Road Km. 0/0-3/200 - Road A 2. Upgradation of Thippanviduthi - Thoppunayagam road Km. 0/0-2/070 - Road B 3. Upgradation of Akkaraivattam To Therkukottai kilamangalam Link Road Km. 0/0-4/200 - 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 MORTH Vth Revision 111, 112, 201 | |||
| 2 | 1.01 | Road - A | 3360 | Square Metre | |
| 3 | 1.02 | Road - B | 2412 | Square Metre | |
| 4 | 1.03 | Road - C | 4584 | Square Metre | |
| 5 | 2 | 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, 201. | |||
| 6 | 2.01 | Road - A | 3071.75 | Square Metre | |
| 7 | 2.02 | Road - B | 1981.5 | Square Metre | |
| 8 | 2.03 | Road - C | 5074.6 | Square Metre | |
| 9 | 3 | 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 Box Cutting as per MORTH V Revision 111, 112, 202, 301, 302, 303, 305, 900 | |||
| 10 | 3.01 | Road - A | 561.36 | Cubic Metre | |
| 11 | 3.02 | Road - B | 502.35 | Cubic Metre | |
| 12 | 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 as per MORTH Vth Revision 111, 112, 401, 900 | |||
| 13 | 4.01 | Road - B | 221.63 | Cubic Metre | |
| 14 | 5 | 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 Vth Revision 111, 112, 401, 900 | |||
| 15 | 5.01 | Road - A | 444.41 | Cubic Metre | |
| 16 | 5.02 | Road - B | 206.85 | Cubic Metre | |
| 17 | 6 | 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\n | |||
| 18 | 6.01 | Road - A | 2392.23 | Cubic Metre | |
| 19 | 6.02 | Road - B | 1558.28 | Cubic Metre | |
| 20 | 6.03 | Road - C | 3046.26 | Cubic Metre | |
| 21 | 7 | 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 | |||
| 22 | 7.01 | Road - A | 11563.9 | Square Metre | |
| 23 | 7.02 | Road - B | 7422 | Square Metre | |
| 24 | 7.03 | Road - C | 15231.3 | Square Metre | |
| 25 | 8 | 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 | |||
| 26 | 8.01 | Road - A | 11563.9 | Square Metre | |
| 27 | 8.02 | Road - B | 7422 | Square Metre | |
| 28 | 8.03 | Road - C | 15231.3 | Square Metre | |
| 29 | 9 | 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. MORT&H 111, 112, 501, 503, 900 | |||
| 30 | 9.01 | Road - A | 412.5 | Square Metre | |
| 31 | 9.02 | Road - B | 700 | Square Metre | |
| 32 | 9.03 | Road - C | 414.4 | Square Metre | |
| 33 | 10 | Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 3.00 Kg./ 10 Sqm. over the dry lean cement concrete surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900 | |||
| 34 | 10.01 | Road - A | 23.63 | Square Metre | |
| 35 | 10.02 | Road - C | 15.75 | Square Metre | |
| 36 | 11 | 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. | |||
| 37 | 11.01 | Road - A | 600 | Cubic Metre | |
| 38 | 11.02 | Road - B | 406.1 | Cubic Metre | |
| 39 | 11.03 | Road - C | 783.08 | Cubic Metre | |
| 40 | 12 | 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, 5012, 900 | |||
| 41 | 12.01 | Road - A | 360 | Cubic Metre | |
| 42 | 12.02 | Road - B | 243.66 | Cubic Metre | |
| 43 | 12.03 | Road - C | 469.83 | Cubic Metre | |
| 44 | 13 | 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 Berms with an average lead of 5 Km. as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 | |||
| 45 | 13.01 | Road - A | 1792 | Cubic Metre | |
| 46 | 13.02 | Road - B | 1518.52 | Cubic Metre | |
| 47 | 13.03 | Road - C | 1156.4 | Cubic Metre | |
| 48 | 14 | Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR confirm to IS 5986 FE 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x75mm spaced 2m center to center 312mmx83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer – in – charge. | |||
| 49 | 14.01 | Road - B | 33 | Running Metre | |
| 50 | 15 | 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 specification No.804 | |||
| 51 | 15.01 | Road - A | 3 | Nos. | |
| 52 | 15.02 | Road - B | 2 | Nos. | |
| 53 | 15.03 | Road - C | 4 | Nos. | |
| 54 | 16 | 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 | |||
| 55 | 16.01 | Road - A | 13 | Nos. | |
| 56 | 16.02 | Road - B | 8 | Nos. | |
| 57 | 16.03 | Road - C | 17 | Nos. | |
| 58 | 16.04 | RECONSTRUCTION OF RCC BOX CULVERT | |||
| 59 | 17 | Dismantaling the existing 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 | |||
| 60 | 17.01 | Road - A | 11.86 | Cubic Metre | |
| 61 | 17.02 | Road - C | 6.46 | Cubic Metre | |
| 62 | 18 | 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 CULVERT& BODY WALL as per MORT V Revision 304. | |||
| 63 | 18.01 | Road - A | 119.99 | Cubic Metre | |
| 64 | 18.02 | Road - C | 79.99 | Cubic Metre | |
| 65 | 19 | Providing and filling with M Sand (crushed stone sand) filling including cost and conveyance 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 | |||
| 66 | 19.01 | Road - A | 17.66 | Cubic Metre | |
| 67 | 19.02 | Road - C | 11.77 | Cubic Metre | |
| 68 | 20 | 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 FOUNDATION OF BODY WALL & CULVERT (Below Sill Level) as per MORTH Vth Revision 1000, 1500, 1700, 2100. | |||
| 69 | 20.01 | Road - A | 64.28 | Cubic Metre | |
| 70 | 20.02 | Road - C | 42.85 | Cubic Metre | |
| 71 | 21 | Vibrated Reinforced Cement Concrete M25 (Design mix) using HBG graded metal 20mm and below 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, 1600, 1700, 2100. | |||
| 72 | 21.01 | Road - A | 66.69 | Cubic Metre | |
| 73 | 21.02 | Road - C | 44.46 | Cubic Metre | |
| 74 | 22 | 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. | |||
| 75 | 22.01 | Road - A | 4.65 | Metric Tonne | |
| 76 | 22.02 | Road - C | 3.1 | Metric Tonne | |
| 77 | 23 | 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 SUBSTRUCTURE OF BOX CULVERT AND PARAPET (Above Sill Level) as per MORTH Vth Revision 1000, 1500, 1700, 2100. | |||
| 78 | 23.01 | Road - A | 39.97 | Cubic Metre | |
| 79 | 23.02 | Road - C | 26.65 | Cubic Metre | |
| 80 | 24 | 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 ali leads for water and al1 other incidental charges, etc., complete as per MORTH Vth Revision 304. | |||
| 81 | 24.01 | Road - A | 30.44 | Cubic Metre | |
| 82 | 24.02 | Road - C | 19.92 | Cubic Metre | |
| 83 | 25 | Refilling the excavated earth complying with the standard specification for filling in the foundation trench includin labour charges etc., complete as per MORTH Vth Revision 304 | |||
| 84 | 25.01 | Road - A | 8.8 | Cubic Metre | |
| 85 | 25.02 | Road - C | 7.38 | Cubic Metre | |
| 86 | 26 | 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 FORMATION OF DIVERSION ROAD as per MORTH V Revision 111, 112, 202, 301, 302, 303, 305, 900 | |||
| 87 | 26.01 | Road - A | 1184.4 | Cubic Metre | |
| 88 | 26.02 | Road - C | 789.6 | Cubic Metre | |
| 89 | 26.03 | CONSTRUCTION OF RETAINING WALL | |||
| 90 | 27 | Earth work excavation in all classes of soils except hard rock not 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 RETAINING WALL as per MORT H V Revision 304 | |||
| 91 | 27.01 | Road - C | 134.6 | Cubic Metre | |
| 92 | 28 | 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 OF RETAINING WALL FOOTING as per MORTH V 1000, 1500, 1700, 2100. | |||
| 93 | 28.01 | Road - C | 36 | Cubic Metre | |
| 94 | 29 | 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 OF RETAINING WALL (Below Sill level) as per MORTH V 1000, 1500, 1700, 2100. | |||
| 95 | 29.01 | Road - C | 75.19 | Cubic Metre | |
| 96 | 30 | 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 OF RETAINING WALL (Above Sill level) as per MORTH V 1000, 1500, 1700, 2100. | |||
| 97 | 30.01 | Road - C | 140.82 | Cubic Metre | |
| 98 | 31 | 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 | |||
| 99 | 31.01 | Road - C | 56 | Nos. | |
| 100 | 32 | Refilling the Excavated earth complying with the standard specification for filling in the foundation trench including labour charges etc complete as per MORTH V 304 | |||
| 101 | 32.01 | Road - c | 176.5 | Cubic Metre | |
| 102 | 33 | Calculation of SubTotal, GST and Total carried out by system automatically | |||
| 103 | 34 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal | |
| 104 | 35 | GST 12% for above SubTotal Amount | 1 | gst |
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