Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹2.5 L+₹29.68 (0.01%)Admitted-Fee/PreQual/Technical/Finance SE MOTTUR VILLAGE SERPAPATTU POST THANDARAMPET TALUK TIRUVANNAMALAI DISTRICT 606753 | TIRUVANNAMALAI | TAMIL NADU | 606753 | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3.0 L
EMD Value
₹3,000
Closing Date
22 Sept 2026, 12:00 pmClosed
Executive Engineer
Office of the Executive Engineer ,WRD., Middle Pennaiyar Basin Division ,Tiruvannamalai.
Special Repairs to Drop 1 at LS 0/117 km of 11R(B) 2L SDY Canal at Palaiyanur Village in Tiruvannamalai Taluk of Tiruvannamalai District.
2026_WRD_701216_1
Office of the Executive Engineer ,WRD., Middle Pennaiyar Basin Division ,Tiruvannamalai.
Open Tender
Civil Works
Lump-sum
180 days
Palaiyanur
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹3,000
24 Sept 2026
3 Sept 2026
23 Sept 2026
4 Sept 2026
22 Sept 2026
4 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work Excavation for Foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers. (Open Excavation) | 14.5 | m3 | 125.13 | ₹1,814.39 |
| 2 | Providing and placing in position of Plain Cement Concrete M 10 Grade using M Sand & Graded Hard Blue Granite Broken Stone Jelly of 40 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers. | 4.2 | m3 | 5,623.35 | ₹23,618.07 |
| 3 | Centering for sides and soffits including supports and strutting for plain surfaces such as R.C.C slabs cut off walls, body walls of anicuts, wings, returns through up to 3m height using M.S Sheets of size 90cm and BG 10 gauge stiffened with welded M.S angles of size of 25mm X 25mm X 3mm laid over sliver oak (Country wood) joist of size 10cm X 6.5cm (spaced at about 90 cm c/c) and supported by casurina props of 10 to 13 cm dia spaced at 75 cm c/c complying with standard specification and as directed by the departmental officers. | 1 | m3 | - | - |
| 3.1 | Vertical Centering 0 to 90 cm Height | 2.4 | m2 | 553 | ₹1,327.2 |
| 3.2 | Vertical Centering 0 to 180 cm Height | 46.8 | m2 | 637 | ₹29,811.6 |
| 4 | Providing and placing in position of Plain Cement Concrete M 15 Grade using M Sand & Graded Hard Blue Granite Broken Stone Jelly of 60% of 40 mm size and 40% of 20 mm size mixing with mixer machine and laying in layers including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers. | 14.1 | m3 | 6,210.85 | ₹87,572.99 |
| 5 | Providing and placing in position of Plain Cement Concrete M 20 Grade using M Sand & Graded Hard Blue Granite Broken Stone Jelly of 20 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers. | 3.7 | m3 | 6,994.26 | ₹25,878.76 |
| 6 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton oil, sandy loam and ordinary soil including excavated earth (SS20B) | 730 | m3 | 111.68 | ₹81,526.4 |
| 7 | GST 18% in Figures | 1 | Tax | - | - |
stage.html
html • 0.02 MB
finance_842808.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.05 MB
6sdamtenderdocument.pdf
Tender Documents • 0.59 MB
BOQ_842808.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .