Tender For Widening Of Batala Kahnuwan Road Including 5 Years Maintenance (One Year Defect Liability Period Plus 4 Years Maintenance Of Road) Under Head 5054-Rb-10 Roads Works Programme For The Year 2023-24 In District Gurdaspur
Tender Value
21.35 Crore
Estimated cost
Bid Submission
30 Aug 2023
0 days left
EMD
42.71 Lakhs
Bank guarantee accepted
Document Fee
50000
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
Widening Of Batala Kahnuwan Road Including 5 Years Maintenance ( One Year Defect Liability Period Plus 4 Years Maintenance Of Road ) Under Head 5054-Rb-10 Roads Works Programme For The Year 2023-24 In District Gurdaspur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Aug-2023 | Date Extend | Date | 30-Aug-2023 |
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 upto 60 mtr. |
| 2 | Dismantling of existing brick on end edging complete in all respect as per PWD specifications. |
| 3 | Credit of Bricks |
| 4 | Credit of Bricks Batts |
| 5 | 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 |
| 6 | Construction of granular sub-base by providing graded material grading-III Table-400-1, 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 |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 8 | Providing and applying primer coat with bitumenemulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 9 | Providing and applying tack coat with bitumenemulsion RS using emulsion pressure distributor at the rate of 0.25 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 |
| 10 | Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch typeHMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, leveland 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. |
| 11 | Providing and laying bituminous concrete 35mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.20%, laying with a hydrostatic paver finisher with sensor control 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&Hspecifications\"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. |
| 12 | 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 |
| 13 | Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications |
| 14 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications |
| 15 | 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 reflectance and chromaticity values shall be as given in the detailed 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 kg 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. |
| 16 | Cautionary sign boardCautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 [Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012] (CSR 24.44 (b)) |
| 17 | Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 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 rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012] |
| 18 | Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 [Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012] |
| 19 | Add 1% Cess-Heritage & Cultrual Cess Charges |
| 20 | Add 1% Cancer Cess Charges |
| 21 | Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 2nd Year) |
| 22 | Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 3rd Year) |
| 23 | Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 4th Year) |
| 24 | Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 5th Year) |
AI Tender Summary
Tender Timeline
Aug 25, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 30, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 30, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 30, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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