}

Link Road From Bander Nasbandi Kender Sastar To Upper Sastar In Gp Daruhi Km 0/0 To 1/0 Sh Construction 5/7 Metre Wide Road Formation Cutting In Km 0/0 To 0/750 And Construction Of Retaining Wall At Rd 0/020 To 0/070 0/070 To 0/085 And 0/245 To 0/280, Hamirpur-Himachal Pradesh

Public Works Department-PWD has published Link Road From Bander Nasbandi Kender Sastar To Upper Sastar In Gp Daruhi Km 0/0 To 1/0 Sh Construction 5/7 Metre Wide Road Formation Cutting In Km 0/0 To 0/750 And Construction Of Retaining Wall At Rd 0/020 To 0/070 0/070 To 0/085 And 0/245 To 0/280. Submission Date for this Tender is 10-05-2021. Road Work Tenders in Hamirpur Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

27777717
Link Road From Bander Nasbandi Kender Sastar To Upper Sastar In Gp Daruhi Km 0/0 To 1/0 Sh Construction 5/7 Metre Wide Road Formation Cutting In Km 0/0 To 0/750 And Construction Of Retaining Wall At Rd 0/020 To 0/070 0/070 To 0/085 And 0/245 To 0/280
Open Tender
Indian
Himachal Pradesh
Hamirpur
10-05-2021

Tender Details

Link Road From Bander Nasbandi Kender Sastar To Upper Sastar In Gp Daruhi Km 0/0 To 1/0 Sh Construction 5/7 Metre Wide Road Formation Cutting In Km 0/0 To 0/750 And Construction Of Retaining Wall At Rd 0/020 To 0/070 0/070 To 0/085 And 0/245 To 0/280

Key Value

Document Fees
INR 500 /-
EMD
INR 31300.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of link road from Bander Nasbandi Kender Sastar to Upper Sastar in GP Daruhi km 0/0 to 1/0. (SH:- Construction 5/7 metre wide road formation cutting in km 0/0 to 0/750 and construction of retaining wall at RD 0/020 to 0/070, 0/070 to 0/085 and 0/245 to 0/280).
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in hilly areas in all heights and depths and in all kinds of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/wedging out of rock (where blasting is prohibited) and other intermediate classification of soil, setting out true to the required line, grades width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in-Charge at site according to the MORD technical specification clause 1603.1, 1603.2 and sorting out useful material and stacking the same in all leads and lifts in acquired width of the road and transportation of un-serviceable material for filling in road ways, camber, embankments for grade improvements and disposal of all un-useful surplus material to required width of the road or to approved dumping sites by Engineer-in-Charge through all modes of transportation including head load or animal transport or mechanical means alongwith its leveling fine dressing and carriage of machinery, material, tools equipments and safety measures and incidentals. Any loss to the public/private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases as per direction of the Engineer-in-Charge including carriage of materials within all leads and lifts. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government. BI01010001010000000000000515BI0100001113 5090.67 Per Cubic metre..
2 2 Earth work in excavation for all type of road structure such as retaining walls,breast walls,culverts,drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rocks,chiseling /wedging out of rock (where blasting is prohibited) as per drawing and technical specification clause 305.1 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 lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water(surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-in-Charge and carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government. BI01010001010000000000000515BI0100001114 286.82 Per Cubic metre..
3 3 Providing and laying cement concrete for plain/reinforced concrete mechanical mix and vibrated in open foundation, retaining walls, wing walls etcetera like structures complete as per drawings nominal mix 1:5:10 (One cement : five sand : Ten crushed graded stone aggregate) 40mm (Forty millimetres) nominal size including cost of form work and curing complete as per HPPWD specification complete in all respect including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government. BI01010001010000000000000515BI0100001115 440.83 Per cubic metre
4 4 Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 110mm ( One hundred millimetre) 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 and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government. BI01010001010000000000000515BI0100001116 105 Each
5 5 Back filling granular crushed aggregate as per specifications to a thickness of not less than 600mm (Six hundred millimetres) with smaller size towards the soil and bigger size towards the entire surface behind abutment wing wall, retaining wall return wall to the full height compacted to firm condition complete as per drawing and technical specifications clause 1204.3.8 and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government. BI01010001010000000000000515BI0100001117 59 Per cubic metre
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