Tender for Public Works Department - NTID 31393442
Public Works Department
Arambagh, West Bengal, India
NTID 31393442
- Opening Date : Mon 24th April, 2023
- Closing Date : Fri 21st April, 2023
- ₹ 14645211.00
- NTID 31393442
Integrated Traffic Management System On Bishnupur-kotulpur-arambagh Road Sh-2 Under Bishnupur Division, P.w.dte In The District Of Bankura During The Year 2022-23.
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
292904.00 -
Document Cost
1000.00 -
Estimated Cost
14645211.00
BOQ Items Total Items : 116 | Total Qty : 26802068.149
# | Item | Quantity | Units |
---|---|---|---|
1 | Road Works (PART-A) Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) To construct RUF improvement extra width of road proper. | 2250.000 | m3 |
2 | Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method : Grading V Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading V | 376.690 | m3 |
3 | Granular Sub-base with Graded Material (Table:- 400-1) B. By Mix in Place Method : Grading III By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading III | 376.690 | m3 |
4 | Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Manual Means | 627.810 | m3 |
5 | Supplying and laying in the specified pattern of Interlocking concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS : 15658:2006) manufactured in steel mould clamped to ta vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC : SP:63 (2018) from BiS licensee manufacturer, with spacer nib (Small oprotruding profile on the vertical face of paver block used as a device for keeping minimum joint gap in between the paving blocks, as per CL No. 3.26 of IS : 15658) and the specified size and shape with aspect ratio (the ration of length to thickness of a paver block as per CL No 3.3 of IS : 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure G of IS : 15658, on the prepared base course of specified CBR as per Table 1 of IRC SP63 (2018) or else as mentioned in design and drawing with a cushion of compacted hedding send of 25-35 mm thikc regarding of the bedding sand as per clause 6.5.1 of IRC-SP 63) and filling up the gaps in between paver blocks with joints filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut bolcks as per CL No. 8.7 of IRC SP-63) and with proper confinement of bedding and joint filling sand, compaction jewelling and filling up of the edges gap. 100 mm thick | 2511.250 | m3 |
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