Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹14.1 L+₹8,448.27 (0.60%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹14.2 L+₹16,496.62 (1.18%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹14.3 L+₹29,164.76 (2.09%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹14.3 L+₹31,714.57 (2.27%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SENDHAMARAI L1 | Sureshbabu L7 | V.SUBBARAYAN L2 | A.MURALI L6 | VENKATESAN R L5 | SATHEESH CONSTRUCTIONS L4 | JHAS ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Single class room School Building PUPS in Panaiyur @ Edaikazhinadu Town Panchayat in Chithamur Panchayat Union | ||||||||||
| 2.00 | 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. | 104.07 | CUM | 263 ₹27,370.41 | 200 ₹20,814 Lowest | 250 ₹26,017.5 | 220 ₹22,895.4 | 225 ₹23,415.75 | 225 ₹23,415.75 | 203.29 ₹21,156.39 |
| 3.00 | 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. | 11.45 | CUM | 1,736 ₹19,877.2 | 1,450 ₹16,602.5 | 1,500 ₹17,175 | 1,400 ₹16,030 Lowest | 1,481 ₹16,957.45 | 1,478 ₹16,923.1 | 1,442.52 ₹16,516.85 |
| 4.00 | 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. | 11.3 | CUM | 3,500 ₹39,550 Lowest | 5,000 ₹56,500 | 4,000 ₹45,200 | 4,700 ₹53,110 | 4,557 ₹51,494.1 | 4,548 ₹51,392.4 | 4,623.91 ₹52,250.18 |
| 5.00 | 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. | 70.59 | CUM | 45 ₹3,176.55 | 35 ₹2,470.65 Lowest | 35 ₹2,470.65 Lowest | 35 ₹2,470.65 Lowest | 39 ₹2,753.01 | 39 ₹2,753.01 | 38.22 ₹2,697.95 |
| 6.00 | Supplying and filling of good earth filling locally available earth transported from the outside including consolidation, leveling specified in layers of not exceeding 200 mm thick., etc. complete. | 17.24 | CUM | 386 ₹6,654.64 | 150 ₹2,586 Lowest | 300 ₹5,172 | 330 ₹5,689.2 | 189 ₹3,258.36 | 189 ₹3,258.36 | 234.09 ₹4,035.71 |
| 7.00Supplying 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). | ||||||||||
| 8.00 | Footing, Plinth Beam, etc. | 45.37 | SQM | 400 ₹18,148 Lowest | 495 ₹22,458.15 | 400 ₹18,148 Lowest | 470 ₹21,323.9 | 467 ₹21,187.79 | 466 ₹21,142.42 | 435.75 ₹19,769.98 |
| 9.00 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. | 95.94 | SQM | 800 ₹76,752 Lowest | 950 ₹91,143 | 850 ₹81,549 | 900 ₹86,346 | 933 ₹89,512.02 | 932 ₹89,416.08 | 871.5 ₹83,611.71 |
| 10.00 | Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works. | 70.61 | SQM | 800 ₹56,488 Lowest | 900 ₹63,549 | 850 ₹60,018.5 | 900 ₹63,549 | 933 ₹65,879.13 | 932 ₹65,808.52 | 871.5 ₹61,536.61 |
Tender Value
₹17.3 L
EMD Value
₹17,300
Closing Date
15 Sept 2026, 3:00 pmClosed
The Block Development Officer BP
Union office in Chithamur Block
Construction of Single class room School Building PUPS in Panaiyur at Edaikazhinadu Town Panchayat in Chithamur Panchayat Union
2026_RDTN_698893_1
Tender Notice No. 2743/2024/A4 Date.28.07.2026
Open Tender
Civil Works
Item Rate
Construction of Single class room School Building
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹17,300
Yes
12 Oct 2026
28 Aug 2026
15 Sept 2026
28 Aug 2026
15 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Single class room School Building PUPS in Panaiyur @ Edaikazhinadu Town Panchayat in Chithamur Panchayat Union | - | - | - | - |
| 2 | 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. | 104.07 | CUM | 212.5 | ₹22,114.88 |
| 3 | 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. | 11.45 | CUM | 1,507.9 | ₹17,265.46 |
| 4 | 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. | 11.3 | CUM | 4,833.5 | ₹54,618.55 |
| 5 | 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. | 70.59 | CUM | 39.95 | ₹2,820.07 |
| 6 | Supplying and filling of good earth filling locally available earth transported from the outside including consolidation, leveling specified in layers of not exceeding 200 mm thick., etc. complete. | 17.24 | CUM | 244.7 | ₹4,218.63 |
| 7 | 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). | - | - | - | - |
| 8 | Footing, Plinth Beam, etc. | 45.37 | SQM | 455.5 | ₹20,666.04 |
| 9 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. | 95.94 | SQM | 911 | ₹87,401.34 |
| 10 | Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works. | 70.61 | SQM | 911 | ₹64,325.71 |
stage.html
html • 0.03 MB
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 • 0.36 MB
BOQ_840095.xls
BOQ • 0.34 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 .