R/R Damages On Chalila Kharoon Rangar Road ( Near Village Rangar) Km 0/00 To 6/400 P/L C.C. Pavement , Edge Wall And Gsb In Km 0/220 To 0/450
Tender Value
Ref. Documents
Estimated cost
Bid Submission
22 Jul 2021
0 days left
EMD
28000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dharampur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
R/R Damages On Chalila Kharoon Rangar Road ( Near Village Rangar) Km 0/00 To 6/400 P/L C.C. Pavement , Edge Wall And Gsb In Km 0/220 To 0/450
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in hilly area in all kinds and classification of soilincluding cutting and trimming of side slopes disposing of excavated earth withcarriage of materialin all leads and lifts as per Techanical Specification clause 1603.1 disposal of all surplus earth to dumping siteas per direction of Engineer-in-charge. |
| 2 | Earthwork in excavation in allkinds classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts dressing of sides and bottom and back filling with approved material and disposal of all surplus excavatedearth in specified site and as per direction of Engineer-in-charge complete. |
| 3 | Providing and laying cement concrete 1:5:10 ( One cement: Five sand: Ten graded crushed stone aggregate 40mm (Forty milimeters) Nominal sizeas per PWD specification in all heights and curing complete including cost of form work in retaining wall/ breast walls including entire carriage of materials with in all leads and lifts complete. |
| 4 | Providing and laying cement concrete plain/ reinforced concrete M-10( Nominal Mix 1:3:6 ( One cement : Three sand : Sixgraded stone aggregate 20 mm nominal size) in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWDD technical specification including carriage of materials with in all leads and lifts and direction of Engineer in Charge. |
| 5 | Providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutment,wing wall and return wall with 100mm ( One Hundred milimetres ) dia PVC pipe extending through the full width of structure with slope of 1:20 ( One vertical twenty horizontal ) towords drawing face complete as per drawing and technical specification clause 614.709,1204.3.7 including carriage of materials with all leads and lifts as per direction of Engineer in Charge. |
| 6 | Back filling with granular material behind abutment, wing wall &returnwall complete as per drawing & technical specification clause 1204.3 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-Chrage . |
| 7 | Construction of granularsub base by providing well graded materialsgrading -1spreading in uniforms layers with tractor mount grader on prepared surface, mixing by mix in place method with rotvator at OMC, and compacting with smooth wheel roller to achieve the desired denisty, complete as per technical specification Clause 401 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. |
| 8 | Construction ofun-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 M30 (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, , 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 hauling of material within all leads and lifts and other incidental charges and as per direction of Engineer-In-Charge. |
AI Tender Summary
Tender Timeline
Jul 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 23, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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