Tender For Estimate For Relining/Reconstruction Of Water Courses Of Outlet At Rd 14039/R Of Tarobary Disty.
Tender Value
55.14 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
3 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Firozepur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Relining/Reconstruction Of Water Courses Of Outlet At Rd 14039/R Of Tarobary Disty.
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer, Fazilka Canal & ground water Division, WRD Punjab, Ferozepur. Name of Work: Estimate For Relining/Reconstruction of Water Courses of outlet at RD 14039/R of Tarobary Disty. Contract No: 01632 292604 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 # SRNo. Item Description Item Code / Make Aprox. Quantity Units Estimated Rate inRs. 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 Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 3 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. |
| 4 | Dressing of New Earthwork |
| 5 | Re-handling of earthwork recently executed |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 7 | E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) (CSR item no. 6.6) |
| 8 | Dressing of Bed and Preparation of Sub-grade for Lining |
| 9 | First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls |
| 10 | 10 mm thick Cement Plaster 1:4 on Side Walls |
| 11 | 10 mm thick Cement Plaster 1:4 on Floors |
| 12 | Providing & Laying Dry Brick Bats |
| 13 | Providing & Laying Brick Ballast |
| 14 | Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes |
| 15 | Fixing of Shutter and Frames for Nakka and Branch Offtakes |
| 16 | Providing & laying Cement Concrete 1:6:12 With brick ballast 40mm gauge mixing by manual means |
| 17 | Providing laying precast concrete NP2 Plain end pipes and collar with reinforcement in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct gradients levels etc. complete in all respects 600mm dia |
| 18 | Laying cement concrete 1:3 :6 (M-10) with stone ballast or shingle mixing by manual means I/c supply and carriage of material at site of work complete in all respect. |
| 19 | Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge |
| 20 | Extra bitumen painting at 0.69 Kg. per Sqm (as per IS 3384-1985 ) |
| 21 | Supplying and Laying LDPE film of 100 micron over sleepers (for construction & expansion joints) I/C carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(M-73) |
| 22 | Shuttering for faces of Concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 23 | Filling Construction/Contraction joints with sealing compound including supply and carraige of material complete in all respects. |
| 24 | Any Other Item Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender