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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.6 CrAccepted-AOC NO 82 ALLINGI GOUNDER THOTTAM THIRUMALAIGIRI NADUCOMBAI POST KALAPPANAICKENPATTY NAMAKKAL 637 404 | NAMAKKAL | TAMIL NADU | 637404 | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹74.9 Cr+₹1.8 Cr (2.41%)Rejected-AOC NO 1A 41 SUB LANE 1 PARAMATHI ROAD NAMAKKAL 637 001 | NAMAKKAL | TAMIL NADU | 637001 | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹76.7 Cr+₹3.6 Cr (4.87%)Rejected-AOC NO 93 KADAL THOTTAM VADAPAIANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE638108 | ERODE | ERODE | TAMIL NADU | 638108 | L3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | kadal constructions L3 | JAYAM ENGINEERING AND CONSTRUCTION L1 | KSR ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | 1,871 | Cum | 405 ₹7,57,755 | 369 ₹6,90,399 Lowest | 400 ₹7,48,400 |
| 2.00 | Earth work Open excavation by Mechanical Means for Open Earthwork 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
A). Upto 2.40m Depth. | 3,109 | Cum | 250 ₹7,77,250 | 210 ₹6,52,890 Lowest | 215 ₹6,68,435 |
| 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. | 1,351 | Cum | 177 ₹2,39,127 | 150 ₹2,02,650 Lowest | 175 ₹2,36,425 |
| 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. | 857 | Cum | 631 ₹5,40,767 | 600 ₹5,14,200 Lowest | 615 ₹5,27,055 |
| 5.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 426 | Cum | 585 ₹2,49,210 | 550 ₹2,34,300 Lowest | 580 ₹2,47,080 |
| 6.00 | 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. | 429 | Cum | 1,924 ₹8,25,396 | 1,800 ₹7,72,200 Lowest | 1,900 ₹8,15,100 |
| 7.00 | Supplying and filling in foundation, basement, etc with filling Stone dust 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. | 429 | Cum | 334 ₹1,43,286 | 320 ₹1,37,280 Lowest | 330 ₹1,41,570 |
| 8.00 | 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 mechanical means | 365 | Cum | 5,963 ₹21,76,495 | 6,000 ₹21,90,000 | 5,890 ₹21,49,850 Lowest |
| 9.00Brick work in following Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 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. | ||||||
| 9.01 | In Foundation & Basement | 57 | Cum | 7,153 ₹4,07,721 | 7,000 ₹3,99,000 Lowest | 7,000 ₹3,99,000 Lowest |
Tender Value
₹70.0 Cr
EMD Value
₹35.1 L
Closing Date
13 Nov 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
Office of the Superintending Engineer, PWD., Buildings Construction and Maintenance Circle, Tirunelveli
Construction of Quaid-E-Millath Arivulagam Library at Tirunelveli in Tirunelveli District.
2025_PWD_619235_1
26(1) SE/2025-26 dated 28.10.2025
Open Tender
Civil Works - Buildings
Lump-sum
540 days
Tirunelveli.
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹35.1 L
23 Jan 2026
31 Oct 2025
14 Nov 2025
31 Oct 2025
13 Nov 2025
31 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | 1,871 | Cum | 369.82 | ₹6,91,933.22 |
| 2 | Earth work Open excavation by Mechanical Means for Open Earthwork 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
A). Upto 2.40m Depth. | 3,109 | Cum | 198.13 | ₹6,15,986.17 |
| 3 | 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. | 1,351 | Cum | 160.91 | ₹2,17,389.41 |
| 4 | 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. | 857 | Cum | 575.64 | ₹4,93,323.48 |
| 5 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 426 | Cum | 534.07 | ₹2,27,513.82 |
| 6 | 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. | 429 | Cum | 1,756.35 | ₹7,53,474.15 |
| 7 | Supplying and filling in foundation, basement, etc with filling Stone dust 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. | 429 | Cum | 304.17 | ₹1,30,488.93 |
| 8 | 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 mechanical means | 365 | Cum | 5,445.01 | ₹19,87,428.65 |
| 9Brick work in following Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 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. | |||||
| 9.01 | In Foundation & Basement | 57 | Cum | 6,532.41 | ₹3,72,347.37 |
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