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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₹74.5 CrAccepted-AOC | L1 | Accepted-AOC The lowest and negotiated tender is approved by 123th TAC meeting on 22.01.2026 | |
| 2 | L2₹76.9 Cr+₹83.0 L (1.09%)Rejected-AOC | L2 | Rejected-AOC Other than lowest tender | |
| 3 | L3₹77.8 Cr+₹1.7 Cr (2.21%)Rejected-AOC 7 3 PUDUMARAPPANUR ARIYUR POST NAMAKKAL 637 015 TAMIL NADU | NAMAKKAL | TAMIL NADU | 637015 | L3 | Rejected-AOC Other than lowest tender | |
| 4 | L4₹78.6 Cr+₹2.6 Cr (3.35%)Rejected-AOC | L4 | Rejected-AOC Other than lowest tender |
| Sl No | Description | Qty | Unit | M/s PST Engineering Construction L1 | SRI NAACHIMAAR ENGINEERING CONSTRUCTIONS L3 | SRI VENKATESHWAR ENGINEERING CONTRACTORS L4 | M/s Tharun Construction & Co 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.
Data worked out for 48 m3 per day/8 hrs. | 2,422.99 | M3 | 375 ₹9,08,621.25 Lowest | 385 ₹9,32,851.15 | 390 ₹9,44,966.1 | 380 ₹9,20,736.2 |
| 2.00 | 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 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 sites and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.
a. for Footing Depth 2.40m to 3.3m
Data Worked out for 54 m3 per day/8 hrs. | 4,904 | M3 | 550 ₹26,97,200 Lowest | 560 ₹27,46,240 | 565 ₹27,70,760 | 555 ₹27,21,720 |
| 3.00 | 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. | 414 | M3 | 120 ₹49,680 Lowest | 122 ₹50,508 | 125 ₹51,750 | 125 ₹51,750 |
| 4.00Earth 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. Data worked out for 64 m3 per day/8 hrs. | |||||||
| 4.01 | Up to 2.40m Depth. | 388 | M3 | 200 ₹77,600 Lowest | 210 ₹81,480 | 215 ₹83,420 | 205 ₹79,540 |
| 4.02 | Above 2.40 to 3.40m Depth. | 160 | M3 | 220 ₹35,200 Lowest | 230 ₹36,800 | 235 ₹37,600 | 225 ₹36,000 |
| 4.03 | Above 3.40 to 4.40m Depth. | 327 | M3 | 240 ₹78,480 Lowest | 250 ₹81,750 | 255 ₹83,385 | 245 ₹80,115 |
| 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 | 490.99 | M3 | 5,500 ₹27,00,445 Lowest | 5,550 ₹27,24,994.5 | 5,600 ₹27,49,544 | 5,520 ₹27,10,264.8 |
| 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. | 1,123 | M3 | 1,850 ₹20,77,550 Lowest | 1,950 ₹21,89,850 | 2,000 ₹22,46,000 | 1,900 ₹21,33,700 |
| 7.00 | 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. | 3,821 | M3 | 565 ₹21,58,865 Lowest | 580 ₹22,16,180 | 590 ₹22,54,390 | 570 ₹21,77,970 |
Tender Value
₹73.8 Cr
EMD Value
₹37.0 L
Closing Date
14 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.
The Superintending Engineer PWD
Buildings C and M Circle Salem
Construction of Bharadhi Dasan Arivulagam Library Building at Salem in Salem District.
2025_PWD_619173_1
33/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
630 days
Salem in Salem District.
Please refer Tender documents.
17 documents required · 17 mandatory
₹0
₹37.0 L
30 Jan 2026
31 Oct 2025
14 Nov 2025
31 Oct 2025
14 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.
Data worked out for 48 m3 per day/8 hrs. | 2,422.99 | M3 | - | - |
| 2 | 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 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 sites and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.
a. for Footing Depth 2.40m to 3.3m
Data Worked out for 54 m3 per day/8 hrs. | 4,904 | M3 | - | - |
| 3 | 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. | 414 | M3 | - | - |
| - | 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.
Data worked out for 64 m3 per day/8 hrs. | - | - | - | - |
| 4.01 | Up to 2.40m Depth. | 388 | M3 | - | - |
| 4.02 | Above 2.40 to 3.40m Depth. | 160 | M3 | - | - |
| 4.03 | Above 3.40 to 4.40m Depth. | 327 | M3 | - | - |
| - | 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 | 490.99 | M3 | - | - |
| - | 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. | 1,123 | M3 | - | - |
| - | 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. | 3,821 | M3 | - | - |
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