Upgradation Of Panchayat Union Roads / Panchayat Roads In Sirkali ( H ) Nabard And Rural Roads Sub Division ( Package No . 35 )
Tender Value
5.14 Crore
Estimated cost
Bid Submission
04 Dec 2019
0 days left
EMD
2.68 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sirkali → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Panchayat Union Roads / Panchayat Roads In Sirkali ( H ) Nabard And Rural Roads Sub Division ( Package No . 35 )
BOQ
| PACKAGE NO. 35 Upgradation of Panchayat Union Roads / Panchayat Roads in Sirkazhi (H) NABARD and Rural Roads Sub Division1. Upgradation of Vanagiri - Manikapangu Road Km 0/0 - 2/0 - Road A 2. Upgradation of Perunthottam - Naikarkuppam Road Km 0/0 - 1/5 - Road B | |||||
|---|---|---|---|---|---|
| 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 Vth 111, 112, 201. | |||
| 2 | 1.001 | Road - A | 4692 | Square Metre | |
| 3 | 1.002 | Road - B | 3243 | Square Metre | |
| 4 | 2 | 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 111, 112, 501, 504, 900 (Mix-in-place method) (For Patch Works) | |||
| 5 | 2.001 | Road - A | 47.22 | Cubic Metre | |
| 6 | 2.002 | Road - B | 35.65 | Cubic Metre | |
| 7 | 3 | 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 MORTH V Revision 111, 112, 501, 502, 900. | |||
| 8 | 3.001 | Road - A | 10738.2 | Square Metre | |
| 9 | 3.002 | Road - B | 7706.6 | Square Metre | |
| 10 | 4 | Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 3.00 Kg./ 10 Sqm. over the dry lean CC surface preparatory to another bituminous construction over it as per MORTH V Revision 111, 112, 501, 502, 900. | |||
| 11 | 4.001 | Road - A | 14.3 | Square Metre | |
| 12 | 5 | 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 111, 112, 501, 504, 900 | |||
| 13 | 5.001 | Road - A | 537.62 | Cubic Metre | |
| 14 | 5.002 | Road - B | 385.32 | Cubic Metre | |
| 15 | 6 | 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 111, 112, 501 507 900. | |||
| 16 | 6.001 | Road - A | 322.57 | Cubic Metre | |
| 17 | 6.002 | Road - B | 231.2 | Cubic Metre | |
| 18 | 7 | 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 | |||
| 19 | 7.001 | Road - A | 2 | Nos. | |
| 20 | 7.002 | Road - B | 1 | Nos. | |
| 21 | 8 | 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 | |||
| 22 | 8.001 | Road - A | 8 | Nos. | |
| 23 | 8.002 | Road - B | 7 | Nos. | |
| 24 | 9 | Providing and erecting of Direction and Place Identification Retro - Reflectorised cautionary sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standard of IRC -67: 2012 and ASTM D 4956-09 specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle anbd suported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm size including cost and conveyances of all materials, equipment, Machinery and lobour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012.The retro - reflective sheeting shall be covered under 7 years warranty issued for filed performance and a certified copy of three years out door exposure report shall be obtained as per IRC 67:2012 as per MORTH &H Specification No.801) area moe than 0.90 sqm | |||
| 25 | 9.001 | Road - A | 2.16 | Square Metre | |
| 26 | 9.002 | Road - B | 2.16 | Square Metre | |
| 27 | 10 | Providing and erecting of Retro - Reflectorised cautionary, Manadatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standard of IRC -67: 2012 and ASTM D 4956-09 specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle anbd suported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm size including cost and conveyances of all materials, equipment, Machinery and lobour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012.The retro - reflective sheeting shall be covered under 7 years warranty issued for filed performance and a certified copy of three years out door exposure report shall be obtained as per IRC 67:2012 as per MORTH &H Specification No.801) 90 cm equilateral traiangle | |||
| 28 | 10.001 | Road - A | 14 | Nos. | |
| 29 | 10.002 | Road - B | 4 | Nos. | |
| 30 | 11 | Providing and erecting Single sided Double Guard Metal Beam Crash Barrier system 1.80m high, comprising of 3mm thick wall \"W\" beams, Posts and spacer channels shall be made by cold roll forming using HR coils conform to IS 5986 Fe410/360 and hot dip galvanized having Zing mass of 550 gms/sqm, minimum 95 mm above road / ground level fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre 312 mm x 83 mm flangs width x 3mm thick, 4318mm long post directly embedded in the concrete M15 Grade having pit size 350 x 350 x800 mm for a depth of 750mm below ground . All fixing bolts and nuts hot dip galvanzied confirming to IS: 1367 clause 4.60 all complete as per technical specification and as directed by the Engineer in charges. | |||
| 31 | 11.001 | Road - B | 40 | Runnig Metre | |
| 32 | 11.002 | CONSTRUCTION OF BOX CULVERT At km.0/10 of Road A | |||
| 33 | 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 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 & WING WALL as per MORT&H Vth Revision 304 | |||
| 34 | 12.001 | Road - A | 120.26 | Cubic Metre | |
| 35 | 13 | Filling with good quality of M.sand (crushed stone) 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 MORT&H Vth Revisoin 304 | |||
| 36 | 13.001 | Road - A | 13.97 | Cubic Metre | |
| 37 | 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 as per relevant specification for Wing wall (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | |||
| 38 | 14.001 | Road - A | 17.4 | Cubic Metre | |
| 39 | 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 Wing wall (Above Sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100 | |||
| 40 | 15.001 | Road - A | 16.73 | Cubic Metre | |
| 41 | 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 including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | |||
| 42 | 16.001 | Road - A | 37.7 | Cubic Metre | |
| 43 | 17 | Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars 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 including suitable anticorrosive treatment etc., complete inclusive of suitable anticorrossive treatment as per MORT&H Vth Revision 1000, 1600\n\n | |||
| 44 | 17.001 | Road - A | 2.59 | Metric Tonne | |
| 45 | 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 | |||
| 46 | 18.001 | Road - A | 8 | Nos. | |
| 47 | 19 | Filling 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. MORT&H 304 | |||
| 48 | 19.001 | Road - A | 20.04 | Cubic Metre | |
| 49 | 20 | 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 of embankment 95% and 97% compaction with an average lead of 5 Km. for diversion road MORT&H 111, 112, 202, 301, 302, 303, 305, 900 | |||
| 50 | 20.001 | Road - A | 375 | Cubic Metre | |
| 51 | 21 | 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 MORT&H\n111, 112, 401, 900 | |||
| 52 | 21.001 | Road - A | 41.25 | Cubic Metre | |
| 53 | 22 | 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 | |||
| 54 | 22.001 | Road - A | 68.75 | Cubic Metre | |
| 55 | 22.002 | CONSTRUCTION OF RETAINING WALL | |||
| 56 | 23 | 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 RETAINING WALL as per MORTH Vth Revision 304. | |||
| 57 | 23.001 | Road - A | 241 | Cubic Metre | |
| 58 | 23.002 | Road - B | 1718 | Cubic Metre | |
| 59 | 24 | 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 MORT&H Vth Revision 1000, 1500, 1700, 2100 | |||
| 60 | 24.001 | Road - A | 85.5 | Cubic Metre | |
| 61 | 24.002 | Road - B | 586.3 | Cubic Metre | |
| 62 | 25 | 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 MORT&H Vth Revision 1000, 1500, 1700, 2100. | |||
| 63 | 25.001 | Road - A | 119.12 | Cubic Metre | |
| 64 | 25.002 | Road - B | 866.22 | Cubic Metre | |
| 65 | 26 | 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 MORT&H Vth Revision 1000, 1500, 1700, 2100. | |||
| 66 | 26.001 | Road - A | 317.6 | Cubic Metre | |
| 67 | 26.002 | Road - B | 2279.45 | Cubic Metre | |
| 68 | 27 | 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. | |||
| 69 | 27.001 | Road - A | 85 | Nos. | |
| 70 | 27.002 | Road - B | 570 | Nos. | |
| 71 | 28 | 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 | |||
| 72 | 28.001 | Road - A | 241 | Cubic Metre | |
| 73 | 28.002 | Road - B | 1718 | Cubic Metre | |
| 74 | 29 | 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 of embankment 95% and 97% compaction with an average lead of 5 Km. for approach road MORT&H 111, 112, 202, 301, 302, 303, 305, 900 | |||
| 75 | 29.001 | Road - A | 433 | Cubic Metre | |
| 76 | 29.002 | Road - B | 2985 | Cubic Metre | |
| 77 | 73 | Calculation of SubTotal, GST and Total carried out by system automatically | |||
| 78 | 90.1 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal | |
| 79 | 90.2 | GST 12% for above SubTotal Amount | 1 | gst |
AI Tender Summary
Tender Timeline
Nov 04, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 04, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 06, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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