Tender For Restoration Of Rain Damages On Kot Kaina Santoshinager Road Km 0.0 To 7.500 Sh Construction Of Retaining Wall At Rd 2.635 To 2.650 And Patch Work At Various Rds
Tender Value
6.51 Lakhs
Estimated cost
Bid Submission
08 May 2023
0 days left
EMD
13000
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jubbal → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Restoration Of Rain Damages On Kot Kaina Santoshinager Road Km 0.0 To 7.500 Sh Construction Of Retaining Wall At Rd 2.635 To 2.650 And Patch Work At Various Rds
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge. |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 3 | Providing and Laying concreteconcrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 4 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm (sixty three millimetre to forty five millimetre ) grading-II 75mm( seventy five millimetre)consolidated thickto water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with threewheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size11.2mm(eleven point two millimetre) nominal size at the rate 0.20 cum (zero point two zero cubic metre)and binding materials at the rate 0.06 cum (zero point zero six cubic metre)per 10 square merte (ten) and to fill-up the interstices of course aggregate, watering and compacting to the required densityas per MORD Technical Specification Clause 405by mechanical means 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. |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 low porosity |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilogramme) per square metreon the prepared granular surfaceand cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials. |
| 8 | Bitumenious Concrete:-Providing and laying 30 mm thick bitumenious concretewith 100-120 TPH capacity batchtype computrised HMP producing an avarage out put oof 75 tonne per hour using crushed aggrigate of specified grading II premixed with VG-10 bitumenious binder as per job mix formula with minimum binder concrete of 5.4%to 5.6% of total weight of mix and filler,transportingthe hot mix to work site laying with hydro static paver finisher with sensor control to the required grade level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the disered compction as per MORTH & Hspecificationclause No. 509 complete in all respect including all leads and lifts as per directions of Engineer in Charge. |
AI Tender Summary
Tender Timeline
May 02, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 08, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 09, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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