Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.9 LAccepted-AOC NO 225 SOUTH STREET VASISTAPURAM POST THUNGAPURAM VIA KUNNAM TALUK PERAMBALUR DISTRICT 621 716 | ARIYALUR | TAMIL NADU | 621716 | ₹88.9 L Quoted ₹93.4 L | L1 | Accepted-AOC Agreement Accepted |
| 2 | L2₹95.2 LRejected-Finance | ₹95.2 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹97.0 LRejected-Finance NO 5 KOTTAI NAICKEN STREET KALAPPA NAICKENPATTI NAMAKKAL 637404 | NAMAKKAL | TAMIL NADU | 637404 | ₹97.0 L | L3 | Rejected-Finance 3rd Lowest |
| Sl No | Description | Qty | Unit | M/S Siva Engineering Constructions L2 | VR Engineering Construction L1 | Shree Shivane Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 193 | M3 | 274.78 ₹53,032.54 | 269.64 ₹52,040.52 | 279.91 ₹54,022.63 |
| 2.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 127.1 | M3 | 117.7 ₹14,959.67 | 115.5 ₹14,680.05 | 119.9 ₹15,239.29 |
| 3.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 33 | M3 | 2,291.14 ₹75,607.62 | 2,248.31 ₹74,194.23 | 2,333.96 ₹77,020.68 |
| 4.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 82.1 | M3 | 516.76 ₹42,426 | 507.1 ₹41,632.91 | 526.42 ₹43,219.08 |
| 5.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 13.1 | M3 | 6,344.78 ₹83,116.62 | 6,226.19 ₹81,563.09 | 6,463.37 ₹84,670.15 |
| 6.00 | Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. In Cement Mortar 1:5 For Foundation and Basement | 29.7 | M3 | 8,420.37 ₹2.5 L | 8,262.98 ₹2.5 L | 8,577.76 ₹2.5 L |
| 7.00Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. In Cement Mortar 1:6 | ||||||
| 7.01 | For Foundation and Basement | 24 | M3 | 8,343.59 ₹2.0 L | 8,187.64 ₹2.0 L | 8,499.55 ₹2.0 L |
| 7.02 | Superstructure in Ground floor | 23 | M3 | 8,442.96 ₹1.9 L | 8,285.15 ₹1.9 L | 8,600.78 ₹2.0 L |
| 7.03 | Superstructure in First floor | 35 | M3 | 8,643.46 ₹3.0 L | 8,481.9 ₹3.0 L | 8,805.02 ₹3.1 L |
Tender Value
₹89.0 L
EMD Value
₹54,500
Closing Date
18 Nov 2025, 3:00 pmClosed
Superintending Engineer, P.W.D., B, Trichy
Office of the Superintending Engineer, P.W.D., Buildings (C and M), Circle, Trichy-1
Construction of Branch Library Building at Sendurai in Ariyalur District
2025_PWD_623001_1
Tn.No.35/2025-2026/28.10.2025
Open Tender
Civil Works - Buildings
150 days
Sendurai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹54,500
16 Mar 2026
13 Nov 2025
19 Nov 2025
13 Nov 2025
18 Nov 2025
13 Nov 2025
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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.13 MB
Sendurailibrarycondition.pdf
Tender Documents • 1.95 MB
BOQ_744977.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid