Construction Of Parwanoo Kasauli Dharampur Subathu Solan Road In Km 0 00 To 55 00 Sh C O Pcc B Wall At Rds 20 397 To 20 415 Nhai Deposit, Kasauli-Himachal Pradesh
TDR : 28523225
Tender Notice
BOQ
Expired
Kasauli
Himachal Pradesh
Construction Of Parwanoo Kasauli Dharampur Subathu Solan Road In Km 0 00 To 55 00 Sh C O Pcc B Wall At Rds 20 397 To 20 415 Nhai Deposit
Name of Work: C/O Parwanoo Kasauli Dharampur Subathu Solan road in km 0/00 to 55/00 (SH:- C/O PCCB/Wall at RDs.20/397 to 20/415) NHAI Deposit
Sl. No.
Item Description
1
Earthwork in excavation for all type of road structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases
2
Providingand layingcement concrete for plain concretenominal mix 1:5:10 (One cement: five sand : ten graded crushed stone aggregate) 40 mm (forty millimetre) nominal size mechanical mixed, vibrated and curing complete including the cost of form work in open foundation for all type of structure complete as per drawing and technical specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge includingcarriage of material through all modes of transportion with in all leads and lifts and other incidentials
3
Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (One verticle isto twenty horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven)or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
4
Providing andlaying plain cement concrete Grade M- 10 (Ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed hard stone aggregate 40mm ( forty millimetre)nominal size) mechanically mixed, vibrated and curing complete in open foundations including form work complete as per drawings and MORDTechnical Specifications Clause 802, 803, 1202 and 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.
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