Tender For Widening Of Bir Behman To Paras Ram Nagar- Behman Diwana Road Via Dhani Sucha Singh (Rd 0.00 To 1.70 Km)
Tender Value
1.77 Crore
Estimated cost
Bid Submission
06 Oct 2026
3 days left
EMD
3.55 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bathinda → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening Of Bir Behman To Paras Ram Nagar- Behman Diwana Road Via Dhani Sucha Singh (Rd 0.00 To 1.70 Km)
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick edging as per CSR 8.5 (i) |
| 2 | Dismantling stone pitching or soling. (Stone pitching dry) As per CSR 8.2 (a) |
| 3 | 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.) as per CSR 24.4(c) |
| 4 | Providing and laying brick on end edging as per CSR 24.14 |
| 5 | Relaying of recovered material obtained from dismentling of road crust using as Granular sub base (Labour Rate ) CSR 24.7 |
| 6 | 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 |
| 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.11(ii) |
| 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.12(ii) |
| 9 | Bricks bats CSR 3(12d) |
| 10 | Bricks |
| 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 (Full surface area will be measured for payment) CSR 24.10 |
| 12 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 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 lifts and combined lead upto 30m. as per CSR 6.19 |
| 13 | 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 theroad surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications CSR 24.24 |
| 14 | 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 CSR 24.16(b) |
| 15 | Providing, laying and compaction of open - grade 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 CSR24.25(a) |
| 16 | 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 as per technical clause 511 of MORT&H specifications CSR 24.28(c) |
| 17 | Kassi work undressed involving an average horizontal throw up to 2.0metres and an average vertical lift up to 0.5 metres including breaking of clods. 6.2 a |
| 18 | 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 as per CSR 24.57 |
| 19 | 2' Span Slab Culvert |
| 20 | 2' Dia HP Culvert |
| 21 | (8') R Wall |
| 22 | Videography of Road |
| 23 | Cultural Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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