Balance Work For The Construction Of Nashdarah To Batdhar Road Km. 0 / 0 To 9 / 0 ( L-087 ) Under Regular Pmgsy Batch-Ii, Complete Stage For The Year 2017-18. ( Sub Head:- Providing And Laying Metalling And Tarring, Cross-Drainage Works, R.O.F.D.,
Tender Overview
Project Description
Balance Work For The Construction Of Nashdarah To Batdhar Road Km. 0 / 0 To 9 / 0 ( L-087 ) Under Regular Pmgsy Batch-Ii, Complete Stage For The Year 2017-18. ( Sub Head:- Providing And Laying Metalling And Tarring, Cross-Drainage Works, R.O.F.D., Retaining Wall, Breast Wall, V-Shape Drain, Essential Parapets And Providing Road Sign Board, Km. Stones And 200 Mtr. Stone Androutine Maintenance Of Five Year In Km. 0 / 0 To 9 / 0 ) . Package No. Hp-08-455
BOQ
| Sl. No. | Item Description |
| 1 | Part-IProviding and laying flooring with rubble stone laid in cement mortar 1:3 (one cement: three sand) laid over cement concrete bedding (cement concrete bedding to be measured and paid for seperately) curing complete as per drawing and technical specifications clause 1303 including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge. |
| 2 | Preparing and applying primer coat of water soluble organo silane Nano Technology (for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water (<1000 (less than one thousand) ppm TDS) in the ratio of 1 kg (one kilogramme) organo silane nanotechnology: 100kg (one hundred kilogramme) cationic bitumen emulsion CSSI: 200 (two hundred) litre water. Mixing and spraying by taking 1kg (one kilogramme) of organo silane nanotechnology and add in 200 (two hundred) litre water while filling in tanker/drum and then add 100 kg (one hundred) cationic bitumen under circulation and mix the solution completely. Spray the solution @ 1 kg/ sqm (at the rate of one kilogramme per square metre) on compacted stone base complete as per MoRD specifications clause 502 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 3 | Preparing and applying tack coat of water soluble organo silane nono techonology (for bitumen emulsion application IRC accredited) with cationic bitumen CRSI and water (<1000 (less than one thousand) ppm TDS) in ratio of 1kg (one kilogramme) organo silane : 100 kg (one hundred kilogramme) cationic bitumen emulsion CRSI : 200 (two hundred)litre water. Mixing and Spraying by taking 1.4 kg (one point four kilogramme) of organo silane nano technology and add in 200 (two hundred) litre water, while filling water in tanker/ drum and then add 100 kg (one hundred kilogramme) cationic bitumen emulsion under circulation and mix the solution completely. Spray the solution @ 0.3 -0.4 kg/sqm (at the rate of zero point three to zero point four kilogramme per square metre) on compacted stone base complete as per MoRD specifications clause 503 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 4 | Providing, laying and rolling of open graded premix carpet of 20mm (twenty millimetre) thickness (with organo silane nanotechnology) composed of 13.2mm to 5.6mm (thirteen point two millimetre to five point six millimetre) using VG-10 (ten) bitumen mixed with organo silane nano technology 0.1% (zero point one per cent) by weight of bitumen VG-10 (ten) binder to required line grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100kN (eighty-hundred kN) static roller capacity, finished to required level and grades to be followed by seal coat ofType B as per technical specification clause 506 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 5 | Providing and laying seal coat (with organo silane nanotechnology) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 508 of MoRD with VG-10 (ten) grade bitumen mixed with organo silane nano technology 0.1% (zero point one per cent) by weight of VG-10 (ten) bitumen binder laid complete as per direction including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 6 | Construction ofhill side V-shape drain in accordance with the requirement of specificationstrue to the specified line, grades, levels and dimensions and other particulars as per the drawing and technical specifications Clause 1606.1 in cement concrete 1:3:6 (one cement : three sand : six graded, crushed stone aggregate 20mm (twenty millimetre) nominal size, with thickness of concrete 10cm (ten centimetre) of size 45cm x 25cm (forty five centimetre into twenty five centimetre) including cost of earth work in all kinds of soil and cost of from work with steel plates as per MORD specifications including curing and carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 7 | Providing and fixing ordinary kilometer stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 8 fixing in position including painting and printing etcetra as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-charge. |
| 8 | Providing and fixing 200 meter stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 26 fixing in position including painting and printing etcetra as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-charge. |
| 9 | Part-IIRoutine Maintenance after completion of construction work as per terms and condition of bid document that is Sr. No. 4 of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2014 including carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge. |
| 10 | For 1st Year |
| 11 | For 2nd Year |
| 12 | For 3rd Year |
| 13 | For 4th Year |
| 14 | For 5th Year |
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