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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC 17 A SHYAMA JI PURAM I I T SOCIETY IIT KALYANPUR KANPUR UTTAR PRADESH 208016 | KANPUR NAGAR | UTTAR PRADESH | 208016 | ₹5.8 Cr Quoted ₹6.1 Cr | L1 | Accepted-AOC Agreement Accepted |
| 2 | L2₹6.3 Cr+₹14.6 L (2.39%)Rejected-Finance 1 367 SIVAN KOVIL STREET THONDAMATHURAI POST VEPPANTHATTAI TALUK PERAMBALUR DISTRICT | PERAMBALUR | TAMIL NADU | 621101 | ₹6.3 Cr+₹14.6 L (2.39%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹6.4 Cr+₹23.3 L (3.81%)Rejected-Finance | ₹6.4 Cr+₹23.3 L (3.81%) | L3 | Rejected-Finance 3rd Lowest |
| Sl No | Description | Qty | Unit | V.JANARTHANAN L2 | Krishna and Co L1 | RAVICHANDARAN 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. | 887 | M3 | 275 ₹2,43,925 | 270 ₹2,39,490 Lowest | 280 ₹2,48,360 |
| 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. | 366 | M3 | 118 ₹43,188 | 116 ₹42,456 Lowest | 120 ₹43,920 |
| 3.00 | 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 | 74 | M3 | 6,477 ₹4,79,298 | 6,356 ₹4,70,344 Lowest | 6,598 ₹4,88,252 |
| 4.00 | 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. | 152 | M3 | 2,387 ₹3,62,824 | 2,342 ₹3,55,984 Lowest | 2,431 ₹3,69,512 |
| 5.00 | 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. | 436 | M3 | 561 ₹2,44,596 | 550 ₹2,39,800 Lowest | 571 ₹2,48,956 |
| 6.00 | 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. | 123 | M3 | 167 ₹20,541 | 164 ₹20,172 Lowest | 170 ₹20,910 |
| 7.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 58 | M3 | 6,477 ₹3,75,666 | 6,356 ₹3,68,648 Lowest | 6,598 ₹3,82,684 |
| 8.00 | Brick work in Cement Mortar 1:3 (one cement and three 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. For foundation & basement | 23 | M3 | 8,345 ₹1,91,935 | 8,189 ₹1,88,347 Lowest | 8,501 ₹1,95,523 |
| 9.00Brick work in Cement Mortar 1:5 (one cement and five 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. | ||||||
| 9.01 | For foundation & basement | 83 | M3 | 8,056 ₹6,68,648 | 7,905 ₹6,56,115 Lowest | 8,206 ₹6,81,098 |
Tender Value
₹5.8 Cr
EMD Value
₹3.0 L
Closing Date
23 Oct 2025, 3:00 pmClosed
The Superintending Engineer, P.W.D., Trichy
Office of the Superintending Engineer, P.W.D., Buildings (C and M), Circle, Trichy-1
Construction of Social Justice Hostel (College Boys) at Jeyankondam in Ariyalur District
2025_PWD_610600_1
Tn.No.26/2025-2026/04.09.2025
Open Tender
Civil Works - Buildings
Lump-sum
300 days
Jeyankondam
Please refer Tender documents.
17 documents required · 17 mandatory
₹0
₹3.0 L
17 Jun 2026
30 Sept 2025
24 Oct 2025
30 Sept 2025
23 Oct 2025
30 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 887 | M3 | - | - |
| 2 | 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. | 366 | M3 | - | - |
| 3 | 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 | 74 | M3 | - | - |
| 4 | 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. | 152 | M3 | - | - |
| 5 | 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. | 436 | M3 | - | - |
| 6 | 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. | 123 | M3 | - | - |
| 7 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 58 | M3 | - | - |
| 8 | Brick work in Cement Mortar 1:3 (one cement and three 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. For foundation & basement | 23 | M3 | - | - |
| 9Brick work in Cement Mortar 1:5 (one cement and five 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. | |||||
| 9.01 | For foundation & basement | 83 | M3 | - | - |
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