Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC | ₹5.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.9 CrRejected-Finance | ₹5.9 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.SANKAR L2 | Sheik uduman Abdul Razeeth L1 |
|---|---|---|---|---|---|
| 1.00Construction of Panchayat Union Ofiice Building at Tenkasi Panchayat Union in Tenkasi District under SCPAR 2025-26 | |||||
| 2.00 | Clearing jungle including uprooting of trunk vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 150 | sq.m | 6 ₹900 | 5 ₹750 Lowest |
| 3.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification with Refilling. | 1,133.57 | cu.m | 247 ₹2,79,991.79 | 246 ₹2,78,858.22 Lowest |
| 4.00 | Providing Pre-constructional anti- termite treatment and creating a chemical barrier to the building by injecting chemical emulsion of required concentrations raft slab and beam, under Cellular raft slab, around the footings, column pits, trenches, pits, wall trenches, back fill, plinth filling, junction of wall and floor, side walls of foundation, external perimeter of building, surrounding of pipes expansion joints, etc. as per IS specification and as per the instructions of chemical manufacturer and all as directed. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 (PART-2) or equivalent BS specification. | 986.4 | sq.m | 120 ₹1,18,368 Lowest | 120 ₹1,18,368 Lowest |
| 5.00 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications. | 154.93 | cu.m | 1,664 ₹2,57,803.52 | 1,663 ₹2,57,648.59 Lowest |
| 6.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 152.36 | cu.m | 5,116 ₹7,79,473.76 | 5,115 ₹7,79,321.4 Lowest |
| 7.00 | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 627.29 | cu.m | 43 ₹26,973.47 | 42 ₹26,346.18 Lowest |
| 8.00 | Supplying and Filling Gravel:Supplying and filling in 'foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc.,complete complying with standard specification. | 675.84 | cu.m | 528 ₹3,56,843.52 | 527 ₹3,56,167.68 Lowest |
| 9.00Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). | |||||
| 10.00 | Footing, Plinth Beam, etc. | 899.47 | sq.m | 517 ₹4,65,025.99 | 516 ₹4,64,126.52 Lowest |
Tender Value
₹6 Cr
EMD Value
₹6 L
Closing Date
20 May 2025, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Construction of Panchayat Union office building at Tenkasi Panchayat Union in Tenkasi District SCPAR 25-26
2025_RDTN_557228_1
DIPR1847/Tender/2025 SCPAR TSI
Open Tender
Civil Works - Buildings
Works
720 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6 L
DRDA, Tenkasi
5 Aug 2026
13 May 2025
20 May 2025
13 May 2025
20 May 2025
13 May 2025
14 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Panchayat Union Ofiice Building at Tenkasi Panchayat Union in Tenkasi District under SCPAR 2025-26 | - | - | - | - |
| - | Clearing jungle including uprooting of trunk vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sq.m | - | - |
| - | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification with Refilling. | 1 | cu.m | - | - |
| - | Providing Pre-constructional anti- termite treatment and creating a chemical barrier to the building by injecting chemical emulsion of required concentrations raft slab and beam, under Cellular raft slab, around the footings, column pits, trenches, pits, wall trenches, back fill, plinth filling, junction of wall and floor, side walls of foundation, external perimeter of building, surrounding of pipes expansion joints, etc. as per IS specification and as per the instructions of chemical manufacturer and all as directed. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 (PART-2) or equivalent BS specification. | 1 | sq.m | - | - |
| - | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications. | - | cu.m | - | - |
| - | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | - | cu.m | - | - |
| - | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 1 | cu.m | - | - |
| - | Supplying and Filling Gravel:Supplying and filling in 'foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc.,complete complying with standard specification. | - | cu.m | - | - |
| - | Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). | - | - | - | - |
| - | Footing, Plinth Beam, etc. | - | sq.m | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
BOQ_665555.xls
BOQ • 0.40 MB
170327716.pdf
Tender Documents • 0.84 MB
170327719.html
Tender Documents • 0.07 MB
Price.pdf
Tender Documents • 0.58 MB
Tech.pdf
Tender Documents • 0.81 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 [email protected].