Tender For Estimate For Rehabilitation, Renovation And Modernization Of Awankha Distributary Rd 11128 To 17350 And Haveli Minor Rd 0 To 10800 And Allied Structures
Tender Value
3.53 Crore
Estimated cost
Bid Submission
09 Sep 2026
12 days left
EMD
7.07 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gurdaspur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Rehabilitation, Renovation And Modernization Of Awankha Distributary Rd 11128 To 17350 And Haveli Minor Rd 0 To 10800 And Allied Structures
BOQ
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Discharge more than 1.5 cum |
| 2 | 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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 3 | Excavation of Soil using Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. ,excluding royalty |
| 4 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 5 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 6 | Extra for rolling to specifications. |
| 7 | REHANDLING OF EARTHWORK |
| 8 | Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 9 | Dressing of New Earthwork |
| 10 | Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.For 0 to 1.5 m depth. |
| 11 | Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. FOR 1.5 TO AVOVE |
| 12 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 13 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. |
| 14 | Filling construction joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 15 | Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. |
| 16 | Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 17 | Cement concrete lining 75 mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.(using OPC cement) ( For coping) |
| 18 | Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. |
| 19 | Plain/ReinforcedCementConcrete inOpen Foundation complete as per Drawing and Technical Specifications. € With Batching Plant,Transit Mixer and Concrete Pump |
| 20 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal sizemechanicallymixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. |
| 22 | Centering and shuttering for faces of walls, partitions, retainingwallsand the like (vertical or battering including attached pilasters buttresses etc. |
| 23 | Remodeling/Reconstruction of Pipe outlet PS |
| 24 | Remodeling/Reconstruction of Pipe outlet NPS |
| 25 | Bending and fixing iron rungs on lined slope |
| 26 | Dismantling brick work tile, masonry In cement |
| 27 | Providing and fixing boundry piller |
| 28 | Providing and fixing Distance Mark Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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