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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 | 1₹88.4 LAccepted-AOC | 1 | Accepted-AOC WORK AWARDED | |
| 2 | 2₹93.2 L+₹3.1 L (3.41%)Rejected-AOC | 2 | Rejected-AOC Second Lowest | |
| 3 | 3₹1.0 Cr+₹11.5 L (12.8%)Rejected-AOC NO 1 7 INSPECTOR QUARTERS PGR LINE BEHIND CPO BUILDING ANNATHANAPATTI LINEMEDU SALEM 636 006 | SALEM | TAMIL NADU | 636006 | 3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | Vetri Constructions L1 | Sree Velan & Co L2 | Thiru.R.Rajendran L3 |
|---|---|---|---|---|---|---|
| 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. | 389 | Cu.m | 370.45 ₹1,44,105.05 Lowest | 380 ₹1,47,820 | 410 ₹1,59,490 |
| 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. | 47.16 | Cu.m | 200.88 ₹9,473.5 Lowest | 250 ₹11,790 | 280 ₹13,204.8 |
| 3.00 | Refilling with excavated earth other than Crushed Stone 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. | 25 | Cu.m | 160.95 ₹4,023.75 Lowest | 175 ₹4,375 | 180 ₹4,500 |
| 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. | 88.5 | Cu.m | 497.53 ₹44,031.41 Lowest | 550 ₹48,675 | 580 ₹51,330 |
| 5.00 | Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 31 | Cu.m | 477.59 ₹14,805.29 Lowest | 520 ₹16,120 | 550 ₹17,050 |
| 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 including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 29.01 | Cu.m | 5,737.71 ₹1,66,450.97 Lowest | 5,800 ₹1,68,258 | 6,000 ₹1,74,060 |
| 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, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying 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 | 18.5 | Cu.m | 5,737.71 ₹1,06,147.64 Lowest | 5,800 ₹1,07,300 | 6,000 ₹1,11,000 |
| 8.00Brick work in Cement Mortar 1:3 using best quality Burnt Clay Brick of size 9” x 4 3/8” 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. | ||||||
| 8.01 | For Foundation and Basement | 11 | Cu.m | 7,900.86 ₹86,909.46 Lowest | 8,000 ₹88,000 | 8,500 ₹93,500 |
| 9.00Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 9” x 4 3/8” 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. | ||||||
Tender Value
₹88.4 L
EMD Value
₹54,500
Closing Date
10 Feb 2026, 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.,
The Superintending Engineer, PWD., Buildings Construction and Maintenance Circle,Tiruvannamalai-4.
Construction of ECHS Polyclinic (Type - D) Building at Thiruvamathur in Villupuram District.
2026_PWD_651580_1
70/TVM-CLE/25-26/1/ Dt.27.01.2026
Open Tender
Civil Works
Lump-sum
150 days
Tiruvamathur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹54,500
24 Mar 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
| 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. | 389 | Cu.m | - | - |
| 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. | 47.16 | Cu.m | - | - |
| 3 | Refilling with excavated earth other than Crushed Stone 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. | 25 | Cu.m | - | - |
| 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. | 88.5 | Cu.m | - | - |
| 5 | Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 31 | Cu.m | - | - |
| 6 | 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 | 29.01 | Cu.m | - | - |
| 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, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying 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 | 18.5 | Cu.m | - | - |
| 8Brick work in Cement Mortar 1:3 using best quality Burnt Clay Brick of size 9” x 4 3/8” 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. | |||||
| 8.01 | For Foundation and Basement | 11 | Cu.m | - | - |
| 9Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 9” x 4 3/8” 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. | |||||
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