Special Repair Of Nadala Begowal Miani Road ( Under Head 5054-Rb-10 ) In Mc Bholath District Kapurthala
Tender Value
9.34 Crore
Estimated cost
Bid Submission
05 Mar 2020
0 days left
EMD
18.69 Lakhs
Bank guarantee accepted
Document Fee
30000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bholath → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repair Of Nadala Begowal Miani Road ( Under Head 5054-Rb-10 ) In Mc Bholath District Kapurthala
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Feb-2020 | Corrigendum | Date | 27-Feb-2020 |
| 2 | 27-Feb-2020 | Corrigendum2 | Date | 04-Mar-2020 |
| 3 | 04-Mar-2020 | Corrigendum3 | Date | 05-Mar-2020 |
BOQ
| Name of Work :- Special Repair of Nadala Begowal Miani Road (under Head 5054-RB-10) in MC Bholath District Kapurthala including maintenance of road 5 year (One ear Defects liability Period+Four Year Maintenance Period) | |||||
|---|---|---|---|---|---|
| Sl.No. | Work Name | Item Code / Make | Quantity | Unit | |
| 1 | 1.01 | Construction Work (Part-1)\nConstruction of Shoulder with good quality earth obtained from borrow pits including compensation of earth, loading, unloading , carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 3003 of MORT&H specifications | BI01010001010000000000000515BI0100001113 | 18558.3 | cum |
| 2 | 1.02 | Scarifying existing bituminous surface to a depth of 50mm by mechnical means (scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) complete as per technical clause 404 of MORT&H specifications | BI01010001010000000000000515BI0100001114 | 21000 | Sqm |
| 3 | 1.03 | Dismantling stone pitching or soling complete in all respect as per PWD specifications | BI01010001010000000000000515BI0100001115 | 4462.5 | Per CUM |
| 4 | 1.04 | Construction of granular sub-base by providing graded matereal grading-III table-400-1 (retrieved after dismantling of existing crust) spreading in uniform layers with motor grader on prepared surface, mixing by mix by 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 (Only Labour Rate) | BI01010001010000000000000515BI0100001116 | 4016.25 | Per CUM |
| 5 | 1.05 | Brick on End Edging\nProviding and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications. | BI01010001010000000000000515BI0100001117 | 10000 | per mtr |
| 6 | 1.06 | 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 an brooming requisite type of screening/binding material 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 | BI01010001010000000000000515BI0100001118 | 2625 | Per CUM |
| 7 | 1.07 | 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. | BI01010001010000000000000515BI0100001119 | 35000 | per sqm |
| 8 | 1.08 | Providing and applying tack coat with bitumen emulsion RS using emulsion 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 | BI01010001010000000000000515BI0100001120 | 230962 | Per CUM |
| 9 | 1.09 | Providing and laying patch work with bituminous macadam 50mm to 75mm thick using crushed stone aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, in continuous type hot mix plant, laid after trimming the pot hole, removal of failed material, lying by suitable means and rolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 3004 of MORT&H specifications Notes\ni.) The actual volume of the aggregate to be paid for shell be computed after deducting the specified percentage from the volume computed by stacks measurement as per MORT&H specifications (addendum to latest revision) for the purpose of secured advance. ii) The final grading for the aggregates required for bituminous macadam course Grading 2 for 75 mm/50 mm thickness of each layer conforming to table 500-7 of MORT & H specifications (addendum to latest revision) shall be determined after getting the bituminous macadam grading-2 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. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The mix shall exhibit the following details (a) Binder expressed as percentage by weight of total mix. (b) Course aggregate of 26.5 mm gauge expressed as percentage by weight of total mix. (c) Crushed bajri of 11.2 mm size expressed as percentage by weight of total mix. (d) Fine aggregate 4.75mm below expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous macadam (75mm/50mm thick after compaction) shall be minimum 2.2 gms/C.C & nothing extra shall be payable if higher density is achieved at site. IV) The contractor there after, shall be required to complete the supply of various ingradients or bituminous macadam as per proportions stipulated in the approved mix. V) Rate of B.M. shall be quoted by the contractor with respect to binder content percentage by weight of mix being 3.4% if Laboratory designs a mix with different percentage then the difference shall be payable/recoverable. | BI01010001010000000000000515BI0100001121 | 90.15 | Per CUM |
| 10 | 1.1 | Providing and laying dense graded bituminous macadam (grading-II) 50mm to75mm thick with continuous type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, carriage of mix material to site of work laying with a paver finisher mechanical 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\n505 of MORT&H specifications NOTES : -\n(i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before 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 for dense 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. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix.\n(b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC. | BI01010001010000000000000515BI0100001122 | 5174.25 | Per CUM |
| 11 | 1.11 | Providing and laying bituminous concrete (grading-ii) 30mm to 45mm thick with continuous hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, carriage of mix material to site of work laying with a 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\n NOTES : -\n(i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before 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 for dense bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. ii) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.17 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. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix.\n(b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Final aggregate expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.35 gm/CC. | BI01010001010000000000000515BI0100001123 | 3770.22 | Per CUM |
| 12 | 1.12 | 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 | BI01010001010000000000000515BI0100001124 | 756.08 | per sqm |
| 13 | 1.13 | Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications | BI01010001010000000000000515BI0100001125 | 12 | Nos |
| 14 | 1.14 | Cautionary sign board 900 x 900 x 900mm triangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted by the contractor for technical qualification in the tender. | BI01010001010000000000000515BI0100001126 | 5 | Nos |
| 15 | 1.15 | Mandatory sign board 900 mm circular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm 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. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. | BI01010001010000000000000515BI0100001127 | 5 | Nos |
| 16 | 1.16 | Place identification sign board 900x600 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm 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. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. | BI01010001010000000000000515BI0100001128 | 7 | Nos |
| 17 | 1.17 | Advance Direction sign board 900x900 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. | BI01010001010000000000000515BI0100001129 | 2 | Nos |
| 18 | 1.18 | Advance Direction sign board 1200x1200 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminimum skin thickness of 0.40 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warrnaty as per clause 6.9 of IRC 67-2012 for TYPE XI retro reflective sheeting form the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 incluidng 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. | 2 | Nos | |
| 19 | 1.19 | Videography/Photography of Road before start of work, during execution and after completion as per direction of Engineer in charge | 1 | Nos | |
| 20 | 1.2 | Cultural Cess @ 1% | 8.43949e+07 | percentage | |
| 21 | 2.01 | PART-II Routine Maintenance work for 4 years (2nd year to 5th year) | BI01010001010000000000000515BI0100001132 | ||
| 22 | 2.02 | Routine maintenance for\n2nd Year after completionv | BI01010001010000000000000515BI0100001133 | 17.76 | Per Km |
| 23 | 2.03 | Routine maintenance for\n3rd Year after completion | BI01010001010000000000000515BI0100001134 | 17.76 | Per Km |
| 24 | 2.04 | Routine maintenance for\n4th Year after completion | BI01010001010000000000000515BI0100001135 | 17.76 | Per Km |
| 25 | 2.05 | Routine maintenance for\n5th Year after completion | BI01010001010000000000000515BI0100001136 | 17.76 | Per Km |
AI Tender Summary
Tender Timeline
Mar 04, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 27, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Mar 04, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Mar 05, 2020
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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