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Construction Of Link Road Padhar Katheali Hukkal Km. 0.0 To 3.0 C.O Cross Drainage Work And P.L Cc Pavement ) Scdp, dharampur-Himachal Pradesh

Public Works Department-PWD has published Construction Of Link Road Padhar Katheali Hukkal Km. 0.0 To 3.0 C.O Cross Drainage Work And P.L Cc Pavement ) Scdp. Submission Date for this Tender is 19-03-2024. Road Work Tenders in dharampur Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42882670
Construction Of Link Road Padhar Katheali Hukkal Km. 0.0 To 3.0 C.O Cross Drainage Work And P.L Cc Pavement ) Scdp
Open Tender
Indian
Himachal Pradesh
dharampur
19-03-2024

Tender Details

Construction Of Link Road Padhar Katheali Hukkal Km. 0.0 To 3.0 C.O Cross Drainage Work And P.L Cc Pavement ) Scdp

Key Value

Document Fees
INR 500 /-
EMD
INR 21000.0 /-
Tender Value
INR 10.14 Lakhs /-

BOQ Items

Name of Work : C/O Link Road Padhar Katheali Hukkal km. 0/0 to 3/0( SH:- C/O Cross Drainage work & P/L CC Pavement) SCDP
Sl. No. Item Description
1Earth work in excavation for all type of road structure such as reteaining walls, breast walls, culverts, drains and parapets etcetra inall type of classification of soil comprising of ordinary soil , ordinary rocks, hard rocks, chiselling/ wedging out of rocks ( where blasting isprohibited) as per drawings and MORD. technical specification Clause 305.1 ,1104 and 1606.1 and as per direction of the Engineer-In -Charge including setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantumof water including cleaning of slush which may arise out during dewatering and as per the direction of the Engineer-in-Charge includingcarriage of material through all modes of transportation within all leads and liftsand other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.
2Providing and Laying concrete for plain/reinforced concrete P.C.C nominal mix 1:4:8 in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and curing complete including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.
3Providing andlaying plain cement concretePCC Grade M -10 (Ten) nominal mix 1:3:6 (one cement: three sand: six graded crushed stone aggregate 20mm (twenty milimetre)nominal size concrete for plain/reinforced concrete in open foundations complete including form work as per drawings and Technical Specifications Clause 802, 803, 1202 & 1203 and as per the direction of the Engineer-in-Charge includingcarriage of material through all modes of transportation within all leads and liftsand other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.
4Providing and laying reinforced cement concrete pipe NP2900 mm (nine hundredmilimetre ) dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( one cement: two sand) but excluding excavation, protection work, back filling, concrete and masonary workin head walls and parapets complete as per drawing and MORD Technical Specifications Clause 1108 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation with in all leads and liftsand other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.
5Providing and Laying concrete for plain/reinforced concrete P.C.C nominal mix 1:5:10 in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
6Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 110mm ( One hundred ten) dia PVC pipe Finolex/ Supreme having pressure not less than 4.00 Kg/Cm² ( four kilogramm ) per centimetre square extending through the full width of the structure with slope of 1(V):20(H) ( one vertical : twenty horizontal ) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-chrage. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
7Providing and laying flooring laid over cement concrete bedding complete and as per the direction of the Engineer-in-Charge includingcarriage of material through all modes of transportation within all leads and liftsand other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.
8Stone soling properly hand packed filling interstices with kharanja stone and consolidating completeto the requested gradient and camber including spreading watering and binding materials moorum or earth etc. complete as per HP.PWD. specification. including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.
9Construction of 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-25 (Grade), coarse and 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 contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound ( where specified ) and wa ter finishing to lines and grade as per drawing and Technical specification clause 1501 including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.
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