Tender For Periodical Repair Of Shri Hargobindpur Sahib Fatehgarh Churian Ajnala Chogawan Attari Road (Section Batala-Fatehgarh Churian Road) Including 5 Years Maintenance (One Year Defect Liability Period Plus 4 Years Maintenance Of Road)
Tender Value
18.47 Crore
Estimated cost
Bid Submission
14 Jun 2023
0 days left
EMD
36.94 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
Periodical Repair Of Shri Hargobindpur Sahib Fatehgarh Churian Ajnala Chogawan Attari Road ( Section Batala-Fatehgarh Churian Road ) Including 5 Years Maintenance ( One Year Defect Liability Period Plus 4 Years Maintenance Of Road )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 31-May-2023 | Technically condition | Technical Bid | 14-Jun-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing brick on end edging complete in all respect as per PWD specifications. |
| 2 | Construction of Shoulder with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage of site of work, spreading, grading to required slope and compacting to meet requirement as per Clause 3003 of MORT&H Spceification. |
| 3 | Dismantling of exisiting road crust |
| 4 | Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mixby mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o MORT&H specifications |
| 5 | 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 |
| 6 | Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto50mtr. Complete as per Punjab PWD specifications complete as per CSR 24.16 (add difference of bricks rate) |
| 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 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 |
| 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 2.30 gm/CC. |
| 13 | 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 |
| 14 | 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 |
| 15 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications |
| 16 | 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. |
| 17 | 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)) |
| 18 | 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] |
| 19 | 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] |
| 20 | Costruction of Side Drain 1.5\" x 1.5\" as per standard design approved by Engineer-in-Charge complete in all respect |
| 21 | Credit of Materials Bricks Batts |
| 22 | Credit of Materials Bricks |
| 23 | Cencer Cess @ 1.00% |
| 24 | Heritage & Culture Cess @ 1.00% |
| 25 | Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 2nd Year) |
| 26 | Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 3rd Year) |
| 27 | Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 4th Year) |
| 28 | 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
May 31, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 14, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 14, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 15, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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