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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC NO 5F FIRST STREET SENGUNTHAPURAM POST JEYANKONDAM UDAIYARPALAYAM TALUK ARIYALUR DISTRICT 621 802 | JEYANKONDAM | ARIYALUR | TAMIL NADU | 621802 | ₹1.7 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC Agreement Accepted |
| 2 | L2₹1.8 CrRejected-Finance | ₹1.8 Cr | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹1.9 CrRejected-Finance | ₹1.9 Cr | L3 | Rejected-Finance 3rd Lowest |
| Sl No | Description | Qty | Unit | I.V.R CONSTRUCTION L2 | THANGAM BUILDERS L3 | SELVA BUILDERS L1 |
|---|---|---|---|---|---|---|
| 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. | 350 | M3 | 270 ₹94,500 | 277 ₹96,950 | 259 ₹90,650 |
| 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 directed by the departmental officers. | 87.8 | M3 | 116 ₹10,184.80 | 119 ₹10,448.20 | 111 ₹9,745.80 |
| 3.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental
officers. | 108.5 | M3 | 164 ₹17,794 | 169 ₹18,336.50 | 157 ₹17,034.50 |
| 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. | 340 | M3 | 435 ₹1.5 L | 448 ₹1.5 L | 418 ₹1.4 L |
| 5.00 | 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. | 81.5 | M3 | 2,368 ₹1.9 L | 2,435 ₹2.0 L | 2,271 ₹1.9 L |
| 6.00 | 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 curing etc. complete complying with standard specification-Mixing by manual means | 23.2 | M3 | 6,306 ₹1.5 L | 6,487 ₹1.5 L | 6,048 ₹1.4 L |
| 7.00 | Brick work in Cement Mortar 1:5 (one cement and five crushed stone sand) 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 Foundatation and Basement | 40.5 | M3 | 8,568 ₹3.5 L | 8,759 ₹3.5 L | 8,415 ₹3.4 L |
| 8.00Brick work in Cement Mortar 1:6 (one cement and Six crushed stone sand) using best quality Fly ash Brick of size 230x110x75mm 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. | ||||||
| 8.01 | In Foundatation and Basement | 72.25 | M3 | 8,496 ₹6.1 L | 8,686 ₹6.3 L | 8,344 ₹6.0 L |
| 8.02 | In ground floor | 87.5 | M3 | 8,600 ₹7.5 L | 8,792 ₹7.7 L | 8,446 ₹7.4 L |
Tender Value
₹1.7 Cr
EMD Value
₹95,000
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 Mini Handloom Park at Jayankondam in Ariyalur District.
2025_PWD_623054_1
Tn.No.35/2025-2026/28.10.2025
Open Tender
Civil Works - Buildings
210 days
Jayankondam
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹95,000
16 Mar 2026
13 Nov 2025
19 Nov 2025
13 Nov 2025
18 Nov 2025
13 Nov 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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Handloomcondition.pdf
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BOQ_745027.xls
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