Construction Of Balance Work Of Gamberpul To Marheta Via Baniyara In Km 0 00 To 2 100 Sh Pl Balance Qty Of G 1 G Ii G Iii And 20Mm Thick Premix Crpet With Seal Coat In Km 0 00 To 2 100 Under Scsp Iiird Call
Tender Value
13.89 Lakhs
Estimated cost
Bid Submission
17 May 2022
0 days left
EMD
27800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kasauli → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Balance Work Of Gamberpul To Marheta Via Baniyara In Km 0 00 To 2 100 Sh Pl Balance Qty Of G 1 G Ii G Iii And 20Mm Thick Premix Crpet With Seal Coat In Km 0 00 To 2 100 Under Scsp Iiird Call
BOQ
| Sl. No. | Item Description |
| 1 | Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HPPWD specificationand as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges. |
| 2 | Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 90m to 45mm (ninety millimetre to forty five millimetre) Grading-I 100mm( hundred 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 size13.2mm(thriteen point two millimetre) nominal size at the rate 0.27 cum (zero point twenty seven cubic metre)and binding materials at the rate 0.08 cum (zero point zero six cubic metre)per 10 square merte (ten) and to fill-up the interstices of coarse aggregate, watering and compacting to the required densityas per MORD Technical Specification Clause 405 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. |
| 4 | Providing and laying, spreading by mechanical means and compactingstone aggregatesof WBM Grading- II i.e. 63mm to 45mm (sixty three milimeters to fourty five milimeters) size @ 0.91cum (point nine one cubic meters) per 10 (ten) square meters upto compacted thickness of 75mm (seventy five milimeters) including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 (eighty to hundred) kN static roller in stages to proper grade and camber, applying and brooming, stone screeningof type B of size 11.2mm (eleven point two milimeters) @ 0.20 (point two ) cubic meters per ten square meters and binding materials @ 0.060cum ( point zero six cubic meter) per 10 (ten) square meters to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per MORD Technical Specification Clause 405 (Four hundred five) upto entire satisfaction of Engineer-in-Charge, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges. |
| 5 | Providing, laying, spreading and compacting 75mm thick (seventy Five milimeter) WBM Gr-III with stone aggregates of specific sizes (53mm to 22.4mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges by mechanical means. |
| 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 MORD Technical Specification Clause 502including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals. |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.27 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals. |
| 8 | Providing, laying by Mechanical means and rolling of open-graded premix carpet of 20 mm (twenty milimeters) thickness with specified size of graded stone aggregates using viscus grade bitumen ( VG-10 (ten))to required line, grade and level to serve aswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN (eighty to hundred kilo Newton) static roller capacity, finished to required level and grades to be followed by seal coat ofType B as per Technical Specification Clause 508 (five zero eight)including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges. |
| 9 | Providing and laying seal coat By Mechanical Means sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType Bas per Technical Specification Clause 510 (five hundred ten)using Bitumen VG 10 (ten) ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges. |
AI Tender Summary
Tender Timeline
May 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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