Restoration Of Road Cutt By Sewerage Deptt. On Beas Batala Dera Baba Nanak Road ( Section Batala-Mehta ) In District Gurdaspur
Tender Value
3.71 Crore
Estimated cost
Bid Submission
02 Sep 2022
0 days left
EMD
7.43 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
batala → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Restoration Of Road Cutt By Sewerage Deptt. On Beas Batala Dera Baba Nanak Road ( Section Batala-Mehta ) In District Gurdaspur
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom with side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 60 mtr. |
| 2 | Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications |
| 3 | Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 4 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 5 | Construction of granular sub-base by providing graded material grading-III Table-400-1, (retrieved after dismantling of existing crust) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications (Only Labour Rate) |
| 6 | Constructionofgranular sub-basebyproviding material as per grading-III (Table 400-I of MORT&H5threvision),mixinginamechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 7 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 8 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 9 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications |
| 10 | Providing and applying tack coat with penetration grade bitumen VG- 10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications |
| 11 | Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -75mmthick with continuous type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications\"NOTES : -(i) Job mix formula for thedense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patialabefore adoption at site for execution.\"(ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula.TECHNICAL NOTE : -i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications.ii) The final grading for the aggregates required fordense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 %of material. The design mix so finally approved shall be termed as the approved mix. Theaggregates shall be hydrophobic and of low porosity. Theaggregates shall satisfy the physical requirement set fourthin table 500-6 (addendum to latest revision).iii) The approved mix shall exhibit the following details, source and location of all material: -iii (a) Binder expressed as percentage by weight of total mix.iii (b) Course expressed as percentage by weight of total mix.iii (c) Crushed bajri expressed as percentage by weight of total mix.iii (d) Final aggregate expressed as percentage by weight of total mixiii (e) A single definite percentage passing each sieve for mixed aggregates.iii (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC. |
| 12 | Providing and laying bituminous concrete (Grade-II) 30mm-45mm thick with continuous Type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, carriage of mixed material to site of work, laying with paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications\"NOTES : -(i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patialabefore adoption at site for execution.\"(ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula.TECHNICAL NOTE : -i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate forbituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications.ii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 %of material. The design mix so finally approved shall be termed as the approved mix. Theaggregates shall be hydrophobic and of low porosity. Theaggregates shall satisfy the physical requirement set fourthin table 500-6 (addendum to latest revision).iii) The approved mix shall exhibit the following details, source and location of all material: -iii (a) Binder expressed as percentage by weight of total mix.iii (b) Course expressed as percentage by weight of total mix.iii (c) Crushed bajri expressed as percentage by weight of total mix.iii (d) Final aggregate expressed as percentage by weight of total mixiii (e) A single definite percentage passing each sieve for mixed aggregates.iii (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. |
| 13 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectanceand chromaticity values shall be as given in thedetailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. |
| 14 | Advance Direction signboard 12000x900mmsimplysupportedtype doublesidedasper per IRC 67-2012withhighintensityMicroprismaticgrade retroreflective SheetingType XIas per ASTM D 4956 – 09 and as per IRC 67 . fixedover 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 40x40x6mm angle ironsupported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as verical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. A10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. |
| 15 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 16 | Heritage & Culture Cess @ 1.00% |
AI Tender Summary
Tender Timeline
Aug 12, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender