1.00 Renewal Bt Surface And Dlp Maintenance (6 To 10 Years) To Owaliye Khotale Road Km 0/0 To 3/650 ( 3.650 Km )Tal :- Malvan Dist :- Sindhudurg, Sindhudurg-Maharashtra
TDR : 48814893
Tender Notice
Corrigendum Details
BOQ
Expired
Sindhudurg
Maharashtra
Corrigendum : 1.00 Renewal Bt Surface And Dlp Maintenance (6 To 10 Years) To Owaliye Khotale Road Km 0/0 To 3/650 ( 3.650 Km )Tal :- Malvan Dist :- Sindhudurg
Name of Work: 1.00 Renewal BT surface and DLP maintaince (6 to 10 years) to Owaliye Khotale Road Km 0/0 to 3/650 ( 3.650 km )Tal :- Malvan Dist :- Sindhudurg
Sl. No.
Item Description
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1.00 Renewal BT surface and DLP maintaince (6 to 10 years) to Owaliye Khotale Road Km 0/0 to 3/650 ( 3.650 km )Tal :- Malvan Dist :- Sindhudurg
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Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts & leadsas per Technical Specification Clause 302.3 (SOR ITEM NO.3.5 (iii))
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Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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20mm thick Open-Graded Premix Carpet using Bituminous with s-65 bitumen Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (excluding seal coat)
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Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
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Construction of Shoulders as per Technical Specification Clause 407Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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Citizen information board Sign Board of MMGSY / PMGSY Project Information :Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to twonos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the toplevel of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no.
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