Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC PETTAB WARD REPAIRING OF DAMAGED ROAD S POTHOLE RECTIFICATION ATTUKAL PANGALA RELATED WORKS | ₹3.6 L | L1 | Accepted-AOC Agreement executed on 11-06-2026 |
| 2 | L2₹3.7 LRejected-AOC CHANDRAVILASAM PANACHIKKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | ₹3.7 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | A JALAJAKUMAR L4 | SURESH L2 | PRADEEP L3 | Ajikumar. S L1 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance of school | |||||||
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 2 | cum | 685.34 ₹1,370.68 | 644.35 ₹1,288.7 | 663.5 ₹1,327 | 635.05 ₹1,270.1 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1.25 | cum | 242.28 ₹302.85 | 227.8 ₹284.75 | 234.86 ₹293.58 | 224.5 ₹280.63 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.5 | cum | 7,460.45 ₹3,730.23 | 7,014.44 ₹3,507.22 | 7,241.34 ₹3,620.67 | 6,913.07 ₹3,456.54 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 0.84 | cum | 9,179.51 ₹7,710.79 | 8,630.74 ₹7,249.82 | 8,909.46 ₹7,483.95 | 8,506.15 ₹7,145.17 |
| 1.00 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 5.4 | cum | 6,338.69 ₹34,228.93 | 5,959.75 ₹32,182.65 | 6,151.88 ₹33,220.15 | 5,873.62 ₹31,717.55 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 75 | sqm | 347.74 ₹26,080.5 | 326.95 ₹24,521.25 | 336.66 ₹25,249.5 | 322.22 ₹24,166.5 |
| 1.01 | 13.33.2:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing | 22.5 | sqm | 684.34 ₹15,397.65 | 643.4 ₹14,476.5 | 663.5 ₹14,928.75 | 634.13 ₹14,267.93 |
| 1.01 | 13.39.1:Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime | 75 | sqm | 52.21 ₹3,915.75 | 49 ₹3,675 | 50.01 ₹3,750.75 | 48.37 ₹3,627.75 |
| 1.01 | 13.105:Re-lettering with black Japan paint of approved brand and manufacture. | 75 | per Letter per cm height | 3.75 ₹281.25 | 3.53 ₹264.75 | 3.57 ₹267.75 | 3.47 ₹260.25 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
25 May 2026, 6:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, LSGD - Thiruvananthapuram Corporation
26633-2026 Retender GENERAL-Urgent work before school opening at Kariyam LPS at sreekariyam ward-1 General Civil Work
2026_LSGD_849151_21
DB/62983/2026-27(2)
Open Tender
Civil Works - Buildings
30 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,593
Yes
14 Jun 2026
19 May 2026
26 May 2026
19 May 2026
25 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of school | |||||
| 1.001 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | - | cum | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.007 | 13.33.2:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing | - | sqm | - | - |
| 1.008 | 13.39.1:Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime | - | sqm | - | - |
| 1.009 | 13.105:Re-lettering with black Japan paint of approved brand and manufacture. | - | per Letter per cm height | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.29 MB
Tendernotice_2.pdf
PDF • 0.24 MB
Tendernotice_3.pdf
PDF • 0.46 MB
BOQ_1439306.xls
BOQ • 0.31 MB
afft.pdf
Tender Documents • 0.28 MB
fot.pdf
Tender Documents • 0.34 MB
pre.pdf
Tender Documents • 0.30 MB
viewsbd.pdf
Tender Documents • 1.74 MB
Download all tender documents and submit your bid