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Tender For Construction Of 6M Span Box Culvert And App Road At Munsiganj Rawatpur Link Road, unnao-Uttar Pradesh

Public Works Department-PWD has published Tender For Construction Of 6M Span Box Culvert And App Road At Munsiganj Rawatpur Link Road. Submission Date for this Tender is 28-03-2023. Road Work Tenders in unnao Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

36925832
Tender For Construction Of 6M Span Box Culvert And App Road At Munsiganj Rawatpur Link Road
Open Tender
Indian
Uttar Pradesh
unnao
28-03-2023

Tender Details

Tender For Construction Of 6M Span Box Culvert And App Road At Munsiganj Rawatpur Link Road

Key Value

Document Fees
INR 2715 /-
EMD
INR 455000.0 /-
Tender Value
INR 51 Lakhs /-

BOQ Items

Name of Work: Construction of Box Culvert 1x6.00 mt Span single cell (1/64/0) with Approach Roadat Munshigunj Rawatpur Link Road (VR)
Sl. No. Item Description
1Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
2Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
3PCC (1:2:4) Grade M 20 (Substructure) Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications.
4Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations .
5Furnishing and placing reintforced cement concrement in super structure as per drawing and Technical Specifications.
6Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses.
7Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.
8Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
9Precast Concrete Railing Providing of Concrete railing including making Pillars and horizontal members complete as per drawing and technical specification.
10Construction of granular sub-base by providing well graded material ,spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC ,and compacting with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401 .
11Providing ,laying , spreading and compacting stone aggregate of 63-45 mm size to WBM specification including spreading in uniform thickness , hand packing ,rolling with smooth wheel roller 8-10 KN in stage to proper grade and camber , applying and brooming ,stone screening , binding materials to fill up theinterstices of coarse aggregate watering and compacting to the required density.
12Providing ,laying ,spreading and compacting stone aggregate of 53-22.4mm size to Water Bound Macadam specification including spreading in uniform thickness , hand packing ,rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber , applying and brooming ,stone screening , binding materials to fill up theinterstices of coarse aggregate watering and compacting to the required density.
13Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg / sqm using manual means .
14Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor@ 0.35 kg / sqm on the prepared surfase cleaned with hydraulic broom.
15Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grde bitumen to required ,line grade and levels to serve as wearing coarse on a previosly prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller finished to required level and grades to be followed by seal coat .
16Providing and laying seal coat "C" type sealing the voids in a bituminous surfase laid to the specified levels , grade and cross fall .
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