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Tender For Connectivity Route From Nh-2 To Biharipur Via Kuber Chauraha To Bhagupur., agra-Uttar Pradesh

Public Works Department-PWD has published Tender For Connectivity Route From Nh-2 To Biharipur Via Kuber Chauraha To Bhagupur.. Submission Date for this Tender is 06-12-2022. Road Work Tenders in agra Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35070374
Tender For Connectivity Route From Nh-2 To Biharipur Via Kuber Chauraha To Bhagupur.
Open Tender
Indian
Uttar Pradesh
agra
06-12-2022

Tender Details

Tender For Connectivity Route From Nh-2 To Biharipur Via Kuber Chauraha To Bhagupur.

Key Value

Document Fees
INR 950 /-
EMD
INR 245000.0 /-
Tender Value
INR 24.50 Lakhs /-

BOQ Items

Name of Work : Connectivity route from NH-2 to Biharipur via Kuber chauraha to Bhagupur.
Sl. No. Item Description
1Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes
2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.
3Tack Coat (i) Providing and applying tack coat with bitume VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bitumenous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
4Providing, laying and rolling of open - graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade Bitumen 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
5Providing and laying seal coat by mechanical means with VG-10 grade bitumen sealing the voids in a bituminious surface laid to the specified levels grades and cross fall using Type C as per technical specification Clause 510.
6Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarseand fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels , rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contracton and expansion, construction joints applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days, lines and grade as per drawing and Technical Specification Clause 1501
7Construction 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 slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5
8Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation
9Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.
10Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work
11Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.
1212mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and
13Note - 1. GST will be paid as per rule. 2. Labour Cess 1% included in above rates and same will be deducted at the time of payment. 3. Bitumen/ Emulsion will be issued to the contractor as per Schedule "C"
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