Upgradation Of Panchayat Union Roads / Panchayat Roads In Musiri ( H ) Nabard And Rural Roads Sub Division ( Package No . 75 )
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Bid Submission
08 Feb 2021
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3.63 Lakhs
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Non-refundable
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Online
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NCB
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Musiri → Tamil Nadu
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Upgradation Of Panchayat Union Roads / Panchayat Roads In Musiri ( H ) Nabard And Rural Roads Sub Division ( Package No . 75 )
BOQ
| Package No. 75 Upgradation of Panchayat Union Roads / Panchayat Roads in Musiri (H) NABARD and Rural Roads Sub Division 1. Upgradation of Aavarampatty road 0/0-2/0 - Road - A 2. Upgradation of Avikalapatti to Vembanur road Km 0/0-2/8 - Road - B 3. Upgradation of Vaiyamalaipalaiyam to Vellamadai road in Km. 0/0-3/830 - Road - C 4. Upgradation of Arunampatty - Pungampadi road 0/0-2/0 - Road - D 5. Upgradation of Thethur to Kottaiyur road via Manpachampatti - Ammapatti road KM.0/0-3/200 - Road - E | |||||
|---|---|---|---|---|---|
| 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 | 3024 | Square Metre | |
| 3 | 1.02 | Road - B | 4368 | Square Metre | |
| 4 | 1.03 | Road - C | 5508 | Square Metre | |
| 5 | 1.04 | Road - D | 2688 | Square Metre | |
| 6 | 1.05 | Road - E | 5040 | Square Metre | |
| 7 | 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. | |||
| 8 | 2.01 | Road - A | 2483 | Square Metre | |
| 9 | 2.02 | Road - B | 3465 | Square Metre | |
| 10 | 2.03 | Road - C | 4788 | Square Metre | |
| 11 | 2.04 | Road - D | 2475 | Square Metre | |
| 12 | 2.05 | Road - E | 3960 | Square Metre | |
| 13 | 3 | 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 MORT&H Vth 111, 112, 401, 900 | |||
| 14 | 3.01 | Road - B | 225 | Cubic Metre | |
| 15 | 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 MORTH Vth Revision 111, 112, 406, 900\n | |||
| 16 | 4.01 | Road - A | 1873 | Cubic Metre | |
| 17 | 4.02 | Road - B | 2618.06 | Cubic Metre | |
| 18 | 4.03 | Road - C | 3572 | Cubic Metre | |
| 19 | 4.04 | Road - D | 1875 | Cubic Metre | |
| 20 | 4.05 | Road - E | 3000 | Cubic Metre | |
| 21 | 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 MORTH Vth Revision 111, 112, 501, 502, 900 | |||
| 22 | 5.01 | Road - A | 7522 | Square Metre | |
| 23 | 5.02 | Road - B | 10472.2 | Square Metre | |
| 24 | 5.03 | Road - C | 14288 | Square Metre | |
| 25 | 5.04 | Road - D | 7500 | Square Metre | |
| 26 | 5.05 | Road - E | 12000 | Square Metre | |
| 27 | 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 MORTH Vth Revision 111, 112, 501, 503, 900 | |||
| 28 | 6.01 | Road - A | 7522 | Square Metre | |
| 29 | 6.02 | Road - B | 10472.2 | Square Metre | |
| 30 | 6.03 | Road - C | 14288 | Square Metre | |
| 31 | 6.04 | Road - D | 7500 | Square Metre | |
| 32 | 6.05 | Road - E | 12000 | Square Metre | |
| 33 | 7 | Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the BT surface preparatory to another bituminous construction over it. MORT&H 111, 112, 501, 503, 900 | |||
| 34 | 7.01 | Road - C | 112.5 | Square Metre | |
| 35 | 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 MORTH Vth Revision 111, 112, 501, 504, 900. | |||
| 36 | 8.01 | Road - A | 374.6 | Cubic Metre | |
| 37 | 8.02 | Road - B | 523.61 | Cubic Metre | |
| 38 | 8.03 | Road - C | 720 | Cubic Metre | |
| 39 | 8.04 | Road - D | 375 | Cubic Metre | |
| 40 | 8.05 | Road - E | 600 | Cubic Metre | |
| 41 | 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 MORTH Vth Revision 111, 112, 5012, 900 | |||
| 42 | 9.01 | Road - A | 224.76 | Cubic Metre | |
| 43 | 9.02 | Road - B | 314.17 | Cubic Metre | |
| 44 | 9.03 | Road - C | 432 | Cubic Metre | |
| 45 | 9.04 | Road - D | 225 | Cubic Metre | |
| 46 | 9.05 | Road - E | 360 | Cubic Metre | |
| 47 | 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 Berms with an average lead of 5 Km. as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 | |||
| 48 | 10.01 | Road - A | 1320 | Cubic Metre | |
| 49 | 10.02 | Road - B | 1848 | Cubic Metre | |
| 50 | 10.03 | Road - C | 2528 | Cubic Metre | |
| 51 | 10.04 | Road - D | 1320 | Cubic Metre | |
| 52 | 10.05 | Road - E | 2112 | Cubic Metre | |
| 53 | 10.06 | RECONSTRUCTION OF SINGLE ROW PIPE CULVERT at Km. 1/6, of Road -A & at Km.1/4 of Road - D | |||
| 54 | 11 | Dismantaling 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 | |||
| 55 | 11.01 | Road - A | 18.07 | Cubic Metre | |
| 56 | 12 | Dismantaling the Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202 | |||
| 57 | 12.01 | Road - A | 6.75 | Cubic Metre | |
| 58 | 12.02 | Road - D | 12.6 | Cubic Metre | |
| 59 | 13 | 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 Vth Revision 304. | |||
| 60 | 13.01 | Road - A | 44.98 | Cubic Metre | |
| 61 | 13.02 | Road - D | 43.15 | Cubic Metre | |
| 62 | 14 | Providing M- Sand (Crushed stone sand) filling including cost and conveyance of M-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 | |||
| 63 | 14.01 | Road - A | 2.14 | Cubic Metre | |
| 64 | 14.02 | Road - D | 2.14 | Cubic Metre | |
| 65 | 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 as per relevant specification for FOUNDATION OF BODY WALL as per MORTH Vth 1000, 1500, 1700, 2100. | |||
| 66 | 15.01 | Road - A | 4.28 | Cubic Metre | |
| 67 | 15.02 | Road - D | 4.28 | Cubic Metre | |
| 68 | 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 BODY WALL (Below Sill level) as per MORTH Vth 1000, 1500, 1700, 2100. | |||
| 69 | 16.01 | Road - A | 10.66 | Cubic Metre | |
| 70 | 16.02 | Road - D | 10.66 | Cubic Metre | |
| 71 | 17 | 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 (Above Sill level) as per MORTH Vth 1000, 1500, 1700, 2100. | |||
| 72 | 17.01 | Road - A | 11.56 | Cubic Metre | |
| 73 | 17.02 | Road - D | 11.56 | Cubic Metre | |
| 74 | 18 | 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 | |||
| 75 | 18.01 | Road - A | 10 | Running Metre | |
| 76 | 18.02 | Road - D | 10 | Running Metre | |
| 77 | 19 | Filling behind culvert with clean gritty gravel including cost and conveyance of material 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 | |||
| 78 | 19.01 | Road - A | 13.82 | Cubic Metre | |
| 79 | 19.02 | Road - D | 13.82 | Cubic Metre | |
| 80 | 19.03 | RECONSTRUCTION OF SLAB CULVERT at Km. 1/8 of Road - B | |||
| 81 | 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 FOUNDATION OF ABUTMENTS, PIERS & WINGS as per MORT&H Vth Revision 304. | |||
| 82 | 20.01 | Road - B | 230.6 | Cubic Metre | |
| 83 | 21 | 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 FOOTINGS OF ABUTMENTS & WINGS (Below Sill Level) as per MORTH Vth 1000, 1500, 1700, 2100. | |||
| 84 | 21.01 | Road - B | 184.37 | Cubic Metre | |
| 85 | 22 | 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 SUBSTRUCTURE OF ABUTMENTS & WINGS (Above Sill level) as per MORTH Vth 1000, 1500, 1700, 2100. | |||
| 86 | 22.01 | Road - B | 86.9 | Cubic Metre | |
| 87 | 23 | Vibrated Reinforced Cement Concrete M30 (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 including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL as per MORT&H Vth Revision 1500, 1600, 1700, 2200 | |||
| 88 | 23.01 | Road - B | 5.7 | Cubic Metre | |
| 89 | 24 | Vibrated Reinforced Cement Concrete M30 (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 including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for RCC DECK SLAB & KERB as per MORT&H Vth Revision 1500, 1600, 1700, 2300 | |||
| 90 | 24.01 | Road - B | 29.5 | Cubic Metre | |
| 91 | 25 | Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded of size metal 25mm, 11.20mm & 6mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Vth Revision 1500, 1600, 1700, 2702.2 | |||
| 92 | 25.01 | Road - A | 55.5 | Square Metre | |
| 93 | 26 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORT&H 2600 | |||
| 94 | 26.01 | Road - B | 7.1 | Square Metre | |
| 95 | 27 | 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. | |||
| 96 | 27.01 | Road - B | 2.95 | Metric Tonne | |
| 97 | 28 | PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., complete. as per MORT&H Vth Revision 2600 | |||
| 98 | 28.01 | Road - B | 16.8 | Running Metre | |
| 99 | 29 | 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 | |||
| 100 | 29.01 | Road - B | 30 | Nos. | |
| 101 | 30 | Providing filter media behind the abutments and wings using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014 | |||
| 102 | 30.01 | Road - A | 41.84 | Cubic Metre | |
| 103 | 31 | 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 all leads for water and all other incidental charges etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 | |||
| 104 | 31.01 | Road - B | 29.01 | Cubic Metre | |
| 105 | 32 | Collection and supply of carted earth with an average lead of 5 KM 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 of Diversion Road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 | |||
| 106 | 32.01 | Road - b | 336.25 | Cubic Metre | |
| 107 | 32.02 | CONSTRUCTION OF RETAINING WALL | |||
| 108 | 33 | 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 PCC RETAINING WALL as per MORT H V Revision 304 | |||
| 109 | 33.01 | Road - B | 187.2 | Cubic Metre | |
| 110 | 34 | 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 PCC RETAINING WALL (Below sill level) as per MORTH V 1000, 1500, 1700, 2100. | |||
| 111 | 34.01 | Road - B | 43.2 | Cubic Metre | |
| 112 | 35 | 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. | |||
| 113 | 35.01 | Road - B | 166 | Cubic Metre | |
| 114 | 36 | 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 | |||
| 115 | 36.01 | Road - D | 158 | Nos. | |
| 116 | 37 | Calculation of SubTotal, GST and Total carried out by system automatically | |||
| 117 | 38 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal | |
| 118 | 39 | GST 12% for above SubTotal Amount | 1 | gst |
AI Tender Summary
Tender Timeline
Jan 16, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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