Providing And Laying Metalling And Tarring And Construction Of V-Shape Drain In Between Km 0/00 To 1/00
Tender Value
16.08 Lakhs
Estimated cost
Bid Submission
02 Aug 2019
0 days left
EMD
32000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhami → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing And Laying Metalling And Tarring And Construction Of V-Shape Drain In Between Km 0/00 To 1/00
BOQ
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | WBM Grading -II : Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming , stone screening /binding materials to fill-up the interstices coarse aggregate, watering and compacting to the required density Grading -II as per Technical Specification Clause 405.by manual means using stone aggregate 63mm to 45mm (Sixty three to forty five milimeter) size complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge..\n | BI01010001010000000000000515BI0100001113 | 368.5 | Cum |
| 2 | 2 | WBM Grading -III : Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming , stone screening /binding materials to fill-up the interstices coarse aggregate, watering and compacting to the required density Grading -II as per Technical Specification Clause 405.by manual means using stone aggregate 53mm to 22.4mm (Sixty three to forty five milimeter) size complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge..\n | BI01010001010000000000000515BI0100001114 | 251.62 | Cum |
| 3 | 3 | Providing and applying primer cost with bitumen emulsion (SS-1) on prepared suface of granular base including cleaning of road suface with hydraulic brooms and spraying primer at the rate of 0.90-1.20 kg /sqm (Zero point ninety and one point twenty killogramme) using mechanical means as per Technical Specification Clause 502 (Five hundred two), Medium prosity complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.. | BI01010001010000000000000515BI0100001115 | 3355 | Sqm |
| 4 | 4 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kilogram per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per techanical specification Clause 503 ( Five hundred three) complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge | BI01010001010000000000000515BI0100001116 | 3355 | Sqm |
| 5 | 5 | Providing, laying and rolling open graded premix carpet 20 mm (Twenty millimeters) thickness composed of 13.2 mm. to 5.6 mm. (Thirteen point Two millimeters to Five point Six millimeters)course stone aggregate at the rate 0.27 cum (Zero point two seven)Cubic meter mixed with 14.6Kg ( Forteen point six kilogram per 10 sqm ( Ten Squaremeter) bitumen either using penetration grade bitumen VG -10 to required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant , laying and rolling with a three wheel 80-100 kN static roller capacity, finished by to required level and grades to be followed seal coat of Type –B- as per Technical Specification Clause 508 (Five hundred Eight),VG-10 complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge | BI01010001010000000000000515BI0100001117 | 3355 | Sqm |
| 6 | 6 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B using bitumen VG-10 at the rate of 6.8 Kg ( Six point eight killogramme) per 10sqm ( Ten Square Meter) by mechanical means as per Technical Specification Clause 510 (Five hundred Ten) complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge\n | BI01010001010000000000000515BI0100001118 | 3355 | Sqm |
| 7 | 7 | Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge | BI01010001010000000000000515BI0100001119 | 79.56 | Cum |
| 8 | 8 | Providing and laying Nominal mixed and vibrated Plain cement concrete M-10 nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001120 | 72.5 | Cum |
AI Tender Summary
Tender Timeline
Jul 22, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 02, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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