Tender For Upgradation Of Various Link Road In Assembly Constituency Dirba Including Maintenance Of 5 Years (One Year Defect Liability Period+Four Year Maintenance)
Tender Value
9.88 Crore
Estimated cost
Bid Submission
18 Sep 2026
2 days left
EMD
19.78 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
Sangrur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Various Link Road In Assembly Constituency Dirba Including Maintenance Of 5 Years (One Year Defect Liability Period+Four Year Maintenance)
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, Provincial Division PWD B&R Sangrur Name of Work: Upgradation of various Link road in Assembly Constituency Dirba including maintenance of 5 years (One year defect liability period+Four year maintenance) Contract No: 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Sunam Lehra road to Maidewas to Gurdwara Sahib Jakhepal, Mojowal to Bhaini Ganduan, |
| 3 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. |
| 4 | Construction of embankment 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 305 of MORT&H specifications. |
| 5 | Relaying of 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 CSR Item No.24.5 b |
| 6 | Compaction of earth work & Preparation of sub grade including loosening, 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 minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 7 | Dismantling of exisiting road crust taking it as solling as per CSR 24.3 a |
| 8 | Dismetling of Brick Edgning in all respects as per PWD Specification |
| 9 | Credit of brick bats |
| 10 | Credit of brick bats |
| 11 | Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment) |
| 12 | 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 |
| 13 | 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 MORD technical specifications (CSR 24.7) |
| 14 | Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II 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 (CSR Item No.24.7 Labour rate) |
| 15 | 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 |
| 16 | Water Bound Macadam Grading III (without screening for low volume Roads / undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading III 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 |
| 17 | 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 |
| 18 | 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 specifications |
| 19 | 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 @ 1.46kg 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 specifications |
| 20 | 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 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete asper technical clause 511 of MORT&H specifications |
| 21 | 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 Complete as per CSR Item No 24.57 |
| 22 | 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. |
| 23 | 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 at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a |
| 24 | 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 CSR 24.37 c |
| 25 | 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 CSR 24.39 |
| 26 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications CSR 24.40 |
| 27 | Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications CSR 24.38 |
| 28 | Construction of Cross Drain Type-A as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 29 | Construction of 1.5' dia HPC as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 30 | Construction of side drain (18\\"x21\\" mm) as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 31 | Videography of Road. |
| 32 | Heritage & Culture Cess @ 1.00% |
| 33 | Upgradation of link road Gobindgarh to Sangtiwala via Nangla |
| 34 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. |
| 35 | Construction of embankment 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 305 of MORT&H specifications. |
| 36 | Relaying of 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 CSR Item No.24.5 b |
| 37 | Compaction of earth work & Preparation of sub grade including loosening, 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 minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 38 | Dismantling of exisiting road crust taking it as solling as per CSR 24.3 a |
| 39 | Dismetling of Brick Edgning in all respects as per PWD Specification |
| 40 | Credit of brick bats |
| 41 | Credit of brick bats |
| 42 | Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment) |
| 43 | 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 |
| 44 | 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 MORD technical specifications (CSR 24.7) |
| 45 | Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II 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 (CSR Item No.24.7 Labour rate) |
| 46 | 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 |
| 47 | Water Bound Macadam Grading III (without screening for low volume Roads / undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading III 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 |
| 48 | 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 |
| 49 | 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 specifications |
| 50 | 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 @ 1.46kg 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 specifications |
| 51 | 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 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete asper technical clause 511 of MORT&H specifications |
| 52 | 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 Complete as per CSR Item No 24.57 |
| 53 | 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. |
| 54 | 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 at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a |
| 55 | 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 CSR 24.37 c |
| 56 | 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 CSR 24.39 |
| 57 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications CSR 24.40 |
| 58 | Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications CSR 24.38 |
| 59 | Construction of Cross Drain Type-A as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 60 | Construction of 1.5' dia HPC as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 61 | Construction of side drain (18\\"x21\\" mm) as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 62 | Videography of Road. |
| 63 | Heritage & Culture Cess @ 1.00% |
| 64 | Upgradation of link road Chhalja to Gobindgarh jejjian (including outer phirni village Chhajla) |
| 65 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. |
| 66 | Construction of embankment 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 305 of MORT&H specifications. |
| 67 | Relaying of 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 CSR Item No.24.5 b |
| 68 | Compaction of earth work & Preparation of sub grade including loosening, 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 minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 69 | Dismantling of exisiting road crust taking it as solling as per CSR 24.3 a |
| 70 | Dismetling of Brick Edgning in all respects as per PWD Specification |
| 71 | Credit of brick bats |
| 72 | Credit of brick bats |
| 73 | Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment) |
| 74 | 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 |
| 75 | 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 MORD technical specifications (CSR 24.7) |
| 76 | Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II 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 (CSR Item No.24.7 Labour rate) |
| 77 | 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 |
| 78 | Water Bound Macadam Grading III (without screening for low volume Roads / undersigned Roads:- Providing, laying, spreading and compacting stone aggregates of Grading III 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 |
| 79 | 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 |
| 80 | 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 specifications |
| 81 | 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 @ 1.46kg 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 specifications |
| 82 | 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 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete asper technical clause 511 of MORT&H specifications |
| 83 | 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 Complete as per CSR Item No 24.57 |
| 84 | 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. |
| 85 | 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 at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a |
| 86 | 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 CSR 24.37 c |
| 87 | 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 CSR 24.39 |
| 88 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications CSR 24.40 |
| 89 | Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications CSR 24.38 |
| 90 | Construction of Cross Drain Type-A as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 91 | Construction of 1.5' dia HPC as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 92 | Construction of side drain (18\\"x21\\" mm) as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. |
| 93 | Videography of Road. |
| 94 | Heritage & Culture Cess @ 1.00% |
| 95 | Maintenance: Sunam Lehra road to Maidewas to Gurdwara Sahib Jakhepal, Mojowal to Bhaini Ganduan, |
| 96 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 2nd Year |
| 97 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 3rd Year |
| 98 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 4th Year |
| 99 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 5th Year |
| 100 | Heritage & Culture Cess @ 1.00% |
| 101 | Maintenance: Upgradation of link road Gobindgarh to Sangtiwala via Nangla |
| 102 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 2nd Year |
| 103 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 3rd Year |
| 104 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 4th Year |
| 105 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 5th Year |
| 106 | Heritage & Culture Cess @ 1.00% |
| 107 | Maintenance: Upgradation of link road Chhalja to Gobindgarh jejjian (including outer phirni village Chhajla) |
| 108 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 2nd Year |
| 109 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 3rd Year |
| 110 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 4th Year |
| 111 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications.For 5th Year |
| 112 | Heritage & Culture Cess @ 1.00% Total in Figures 92904305.61 92904305.61 INR Nine Crore Twenty Nine Lakh Four Thousand Three Hundred & Five and Paise Sixty One Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 5959404.0 5959404.0 INR Fifty Nine Lakh Fifty Nine Thousand Four Hundred & Four Only Quoted Rate in Words INR Fifty Nine Lakh Fifty Nine Thousand Four Hundred & Four Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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