Tender For Balance Work Of Special Repair Of Various Link Roads Under Special Repair Program 2022-23, 2023-24 & 2024-25 Including 5 Year Routine Maintenance In Mc Patran District Patiala (Group-2)
Tender Value
96.37 Lakhs
Estimated cost
Bid Submission
11 Nov 2026
8 days left
EMD
1.92 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Balance Work Of Special Repair Of Various Link Roads Under Special Repair Program 2022-23, 2023-24 & 2024-25 Including 5 Year Routine Maintenance In Mc Patran District Patiala (Group-2)
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION, PWD B&R, PATIALA Name of Work: BALANCE WORK OF SPECIAL REPAIR OF VARIOUS LINK ROADS UNDER SPECIAL REPAIR PROGRAM 2022-23, 2023-24 & 2024-25 INCLUDING 5 YEAR ROUTINE MAINTENANCE IN MC PATRAN DISTRICT PATIALA (GROUP-2) Contract No: Civil Works Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Work Name Item Code / Make Quantity Unit RateRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Construction Work (Part-I) |
| 3 | Dismantling of brick on end edging complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 4 | Dismantling of flexible/Granular pavements bituminous complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 5 | Compaction of earth work & Prepration of Sub grade including loosing,leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level camber,watering,rolling with road roller, compacting the bed to achieve minimun dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications (in case of link roads earth work to be done by villagers.) complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 6 | 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 technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 7 | Relaying of recovered material as GSB obtained from dismanteled road crust as per MORT&H specifications & to the entire satisfaction of Engineer-in-Charge |
| 8 | Construction of granular sub-base by providing material, 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 & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 9 | Water Bound Macadam Grading I (without screening for low volume Roads/undersigned)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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 10 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads)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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 11 | Credit of Brick bats obtainted from dismantling of brick edging complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 12 | Credit of old Bricks obtainted from dismantling of brick edging complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 13 | Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 14 | Providing and laying patch work with stone aggregates of Grading II laid to water bound macadam specification after trimming the pot hole, removal of failed material, hand packing, applying and brooming requisite type of binding materials to fill up the interstices of coarse aggregate, watering and rolling with smooth wheeled roller 8-10 tonnes to match the adjoining surface complete as per technical clause 404 of MORT&H specifications (Without Screening) & to the entire satisfaction of Engineer-in-Charge |
| 15 | 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 & to the entire satisfaction of Engineer-in-Charge |
| 16 | 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 & to the entire satisfaction of Engineer-in-Charge |
| 17 | Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.34kg per sqm and plastic waste conferming to IRC norms @ 0.12kg per sqm laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specification & to the entire satisfaction of Engineer-in-Charge |
| 18 | Providing & laying and compaction of Open-Graded Premix Surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type hot mix plant with bituminous binder VG-10 @ 1.46 kg per sqm, carriage of mixed material to site of work and laid with paver finisher mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT & H specifications & to the entire satisfaction of Engineer-in-Charge |
| 19 | Providing and laying of premix sand Seal Coat premixed in continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68 kg per sqm. Carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT & H specifications & to the entire satisfaction of Engineer-in-Charge |
| 20 | Earth work on berms taken from road sides with kassi work undressed including breaking of clods complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge |
| 21 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications & to the entire satisfaction of Engineer-in-Charge |
| 22 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications & to the entire satisfaction of Engineer-in-Charge |
| 23 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 firmly fixed to ground including foundationconcrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 806 of MORT&H specifications & to the entire satisfaction of Engineer-in-Charge |
| 24 | Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 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 & to the entire satisfaction of Engineer-in-Charge |
| 25 | Road Marking with Thermoplastic Compound 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 & to the entire satisfaction of Engineer-in-Charge |
| 26 | Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications & to the entire satisfaction of Engineer-in-Charge |
| 27 | 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 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 & to the entire satisfaction of Engineer-in-Charge |
| 28 | Construction of 1.6' hume pipe culvert as per approved drawings & specifications & to the entire satisfaction of Engineer-in-Charge |
| 29 | Vediography |
| 30 | Add 1% Cultural affairs and Heritage Maintenance cess |
| 31 | Routine maintenance (Part-II) 1st year will be considered as defect liability period |
| 32 | Routine maintenance for2nd Year after completion |
| 33 | Routine maintenance for3rd Year after completion |
| 34 | Routine maintenance for4th Year after completion |
| 35 | Routine maintenance for5th Year after completion |
| 36 | Add 1% Cultural affairs and Heritage Maintenance cess Total in Figures Upgradation Cost only 6833358.0 5958673.0 INR Sixty Eight Lakh Thirty Three Thousand Three Hundred & Fifty Eight Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Total Cost of Routine Maintenance 2803343.0 Quoted Rate in Words INR Zero Only Total Routine Maintenance cost only 2803343.0 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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