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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | L1 | Accepted-Finance First Lowest | |
| 2 | L2₹1.2 Cr+₹3.3 L (2.77%)Accepted-Finance | L2 | Accepted-Finance Second Lowest | |
| 3 | L3₹1.3 Cr+₹8.2 L (6.78%)Accepted-Finance | L3 | Accepted-Finance Third Lowest | |
| 4 | L4₹1.3 Cr+₹9.6 L (7.98%)Accepted-Finance | L4 | Accepted-Finance Fourth Lowest | |
| 5 | L5₹1.3 Cr+₹12.1 L (10.0%)Accepted-Finance | L5 | Accepted-Finance Fifth Lowest |
| Sl No | Description | Qty | Unit | V.A.Murugan L4 | GR Constructions L6 | GS ASSOCIATES L3 | MR.A.MADASAMY, CONTRACTOR L7 | MJD BUILDERS L8 | RS CONTRACTOR L5 | RP ENTERPRISES L2 | VARGEESH CONSTRUCTION L9 | R KANNUSAMY L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 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 upto 2.40m | 693 | m3 | 316 ₹2,18,988 | 259 ₹1,79,487 | 260 ₹1,80,180 | 250 ₹1,73,250 | 350 ₹2,42,550 | 180 ₹1,24,740 Lowest | 300 ₹2,07,900 | 370 ₹2,56,410 | 180 ₹1,24,740 Lowest |
| 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. | 17 | m3 | 169 ₹2,873 | 101 ₹1,717 | 180 ₹3,060 | 250 ₹4,250 | 188 ₹3,196 | 200 ₹3,400 | 320 ₹5,440 | 200 ₹3,400 | 100 ₹1,700 Lowest |
| 3.00 | Supplying and filling of Cement & Wet Mix Mecadam 1:10 for foundation and basement to stabilize the soil . The Cement Wet Mix is laid in 15 cm Layers for 30 cm depth followed by thoroughly mechanically ramming using plate vibrators. | 81.5 | m3 | 2,704 ₹2,20,376 | 4,250 ₹3,46,375 | 4,000 ₹3,26,000 | 2,000 ₹1,63,000 | 3,300 ₹2,68,950 | 2,500 ₹2,03,750 | 1,100 ₹89,650 Lowest | 3,190 ₹2,59,985 | 2,200 ₹1,79,300 |
| 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. | 159 | m3 | 362 ₹57,558 | 580 ₹92,220 | 800 ₹1,27,200 | 200 ₹31,800 | 366.2 ₹58,225.8 | 180 ₹28,620 Lowest | 800 ₹1,27,200 | 425 ₹67,575 | 500 ₹79,500 |
| 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. | 83 | Cum | 457 ₹37,931 | 520 ₹43,160 | 700 ₹58,100 | 300 ₹24,900 | 460.6 ₹38,229.8 | 180 ₹14,940 Lowest | 800 ₹66,400 | 540 ₹44,820 | 300 ₹24,900 |
| 6.00 | 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. | 59 | m3 | 273 ₹16,107 Lowest | 500 ₹29,500 | 750 ₹44,250 | 1,500 ₹88,500 | 282 ₹16,638 | 1,250 ₹73,750 | 500 ₹29,500 | 320 ₹18,880 | 1,500 ₹88,500 |
| 7.00 | 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. | 11 | m3 | 1,571 ₹17,281 | 540 ₹5,940 | 1,600 ₹17,600 | 1,700 ₹18,700 | 1,744.6 ₹19,190.6 | 1,250 ₹13,750 | 500 ₹5,500 Lowest | 1,850 ₹20,350 | 1,500 ₹16,500 |
| 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 manual means | 35 | m3 | 4,691 ₹1,64,185 Lowest | 5,500 ₹1,92,500 | 5,000 ₹1,75,000 | 5,300 ₹1,85,500 | 5,170 ₹1,80,950 | 5,100 ₹1,78,500 | 4,800 ₹1,68,000 | 5,500 ₹1,92,500 | 4,700 ₹1,64,500 |
| 9.00 | 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 flooring 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 | 43.5 | m3 | 4,691 ₹2,04,058.5 Lowest | 5,800 ₹2,52,300 | 5,000 ₹2,17,500 | 5,300 ₹2,30,550 | 5,400 ₹2,34,900 | 5,100 ₹2,21,850 | 4,800 ₹2,08,800 | 5,500 ₹2,39,250 | 4,700 ₹2,04,450 |
| 10.00Brick work in Cement Mortar 1: 5 (One cement and five crushed stone sand) 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. | ||||||||||||
Tender Value
₹1.5 Cr
EMD Value
₹82,700
Closing Date
30 Jul 2026, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD., Buildings Construction and Maintenance Circle, Tirunelveli
Upgradation of Gunapadam Department Laboratory building for Government Siddha Medical College in the Campus of Gents Hostel at Vannarpettai in Tirunelveli District
2026_PWD_686011_1
1(2) SE/2026-27 dated 14.07.2026
Open Tender
Civil Works - Buildings
Lump-sum
150 days
Vannarpettai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹82,700
8 Oct 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
30 Jul 2026
16 Jul 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 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 upto 2.40m | 693 | m3 | 369.82 | ₹2,56,285.26 |
| 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. | 17 | m3 | 198.13 | ₹3,368.21 |
| 3 | Supplying and filling of Cement & Wet Mix Mecadam 1:10 for foundation and basement to stabilize the soil . The Cement Wet Mix is laid in 15 cm Layers for 30 cm depth followed by thoroughly mechanically ramming using plate vibrators. | - | m3 | 3,163 | - |
| 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. | - | m3 | 423.43 | - |
| 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. | - | Cum | 534.06 | - |
| 6 | 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. | 59 | m3 | 319.2 | ₹18,832.8 |
| 7 | 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. | 11 | m3 | 1,837.8 | ₹20,215.8 |
| 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 manual means | 35 | m3 | 5,487.09 | ₹1,92,048.15 |
| 9 | 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 flooring 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 | 43.5 | m3 | 5,487.09 | ₹2,38,688.42 |
| 10Brick work in Cement Mortar 1: 5 (One cement and five crushed stone sand) 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. | |||||
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