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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.2 LAccepted-Finance CHENNAI | ₹63.2 L | L1 | Accepted-Finance Quoted Lowest Value |
| 2 | L2₹63.9 L+₹72,895.45 (1.15%)Accepted-Finance | ₹63.9 L+₹72,895.45 (1.15%) | L2 | Accepted-Finance Rate Quoted Higher Than L1 |
| 3 | L3₹64.3 L+₹1.1 L (1.80%)Accepted-Finance | ₹64.3 L+₹1.1 L (1.80%) | L3 | Accepted-Finance Rate Quoted Higher Than L1 |
| 4 | L4₹65.2 L+₹2.0 L (3.11%)Accepted-Finance DOOR NO 90 C1 AYYAMPERUMAL ST VIRUDHUNAGAR TOWN | ₹65.2 L+₹2.0 L (3.11%) | L4 | Accepted-Finance Rate Quoted Higher Than L1 |
| 5 | L5₹65.4 L+₹2.2 L (3.45%)Accepted-Finance | ₹65.4 L+₹2.2 L (3.45%) | L5 | Accepted-Finance Rate Quoted Higher Than L1 |
| Sl No | Description | Qty | Unit | S SARAVANA MURUGAN L10 | AADHAVAN ENTERPRISES L1 | SSD & CO L6 | M V PANDI AMMAL L12 | RP ENTERPRISES L9 | m/s varavar L2 | V PARAMESWARI L11 | Mahalakshmi L7 | M JEGAN L3 | M.KARTHIKEYAN L4 | P NAGENDRA PANDIAN L5 | M/s. RK AND CO L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 233 | Cum | 360 ₹83,880 | 295 ₹68,735 | 254.23 ₹59,235.59 | 300 ₹69,900 | 320 ₹74,560 | 297 ₹69,201 | 347 ₹80,851 | 305 ₹71,065 | 299.56 ₹69,797.48 | 306.6 ₹71,437.8 | 350 ₹81,550 | 250 ₹58,250 Lowest |
| 2.00 | 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. | 30 | Cum | 360 ₹10,800 | 435 ₹13,050 | 377.23 ₹11,316.9 | 50 ₹1,500 Lowest | 560 ₹16,800 | 441 ₹13,230 | 352 ₹10,560 | 423 ₹12,690 | 444.48 ₹13,334.4 | 454.9 ₹13,647 | 500 ₹15,000 | 500 ₹15,000 |
| 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 | 10 | Cum | 5,350 ₹53,500 | 4,580 ₹45,800 | 3,956.95 ₹39,569.5 Lowest | 5,700 ₹57,000 | 5,200 ₹52,000 | 4,635 ₹46,350 | 5,650 ₹56,500 | 4,748 ₹47,480 | 4,662.42 ₹46,624.2 | 4,772.04 ₹47,720.4 | 5,652 ₹56,520 | 5,000 ₹50,000 |
| 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. | 13 | Cum | 1,680 ₹21,840 | 1,615 ₹20,995 | 1,395.19 ₹18,137.47 | 700 ₹9,100 | 560 ₹7,280 Lowest | 1,634 ₹21,242 | 1,620 ₹21,060 | 1,674 ₹21,762 | 1,643.93 ₹21,371.09 | 1,682.6 ₹21,873.8 | 1,993 ₹25,909 | 1,000 ₹13,000 |
| 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 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 | 9 | Cum | 5,350 ₹48,150 | 4,580 ₹41,220 | 3,956.95 ₹35,612.55 | 5,700 ₹51,300 | 520 ₹4,680 Lowest | 4,635 ₹41,715 | 5,650 ₹50,850 | 4,748 ₹42,732 | 4,662.42 ₹41,961.78 | 4,772.09 ₹42,948.81 | 5,652 ₹50,868 | 5,000 ₹45,000 |
| 6.00Brick work in 1:5 Cement Mortar 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. | |||||||||||||||
| 6.01 | In Foundation & Basement | 15.5 | Cum | 6,200 ₹96,100 | 5,280 ₹81,840 | 4,890.31 ₹75,799.81 Lowest | 7,000 ₹1,08,500 | 5,760 ₹89,280 | 5,346 ₹82,863 | 6,365 ₹98,657.5 | 5,477 ₹84,893.5 | 5,378.03 ₹83,359.47 | 5,504 ₹85,312 | 6,520 ₹1,01,060 | 6,000 ₹93,000 |
| 7.00Brick work in 1:6 Cement Mortar 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 | |||||||||||||||
| 7.01 | In Ground Floor | 30.2 | Cum | 6,100 ₹1,84,220 | 5,305 ₹1,60,211 | 4,911.65 ₹1,48,331.83 Lowest | 7,300 ₹2,20,460 | 7,200 ₹2,17,440 | 5,370 ₹1,62,174 | 6,270 ₹1,89,354 | 5,501 ₹1,66,130.2 | 5,401.5 ₹1,63,125.3 | 5,528 ₹1,66,945.6 | 6,548 ₹1,97,749.6 | 6,500 ₹1,96,300 |
| 7.02 | In First Floor | 31 | Cum | 6,200 ₹1,92,200 | 5,455 ₹1,69,105 | 5,052.18 ₹1,56,617.58 Lowest | 7,400 ₹2,29,400 | 7,200 ₹2,23,200 | 5,523 ₹1,71,213 | 6,365 ₹1,97,315 | 5,658 ₹1,75,398 | 5,556.05 ₹1,72,237.55 | 5,686.44 ₹1,76,279.64 | 6,736 ₹2,08,816 | 6,500 ₹2,01,500 |
Tender Value
₹78.1 L
EMD Value
₹49,100
Closing Date
24 Jul 2026, 3:00 pmClosed
Superintending Engineer PWD Buildings Sivagangai
Superintending Engineer PWD Buildings C M Circle Sivagangai
Construction of additional two staircase in newly Constructed additional CEmONC building in Government Sivagangai Medical College Hospital at Sivagangai in Sivagangai District
2026_PWD_684814_1
01 SE Buildings C M Circle Sivagangai 2026 2027 dt 07 07 2026
Open Tender
Civil Works - Buildings
Lump-sum
150 days
GMCH Sivagangai
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹49,100
27 Jul 2026
9 Jul 2026
24 Jul 2026
9 Jul 2026
24 Jul 2026
9 Jul 2026
| 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. | 233 | Cum | - | - |
| 2 | 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. | 30 | Cum | - | - |
| 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 | 10 | Cum | - | - |
| 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. | 13 | Cum | - | - |
| 5 | 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 | 9 | Cum | - | - |
| 6Brick work in 1:5 Cement Mortar 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. | |||||
| 6.01 | In Foundation & Basement | 15.5 | Cum | - | - |
| 7Brick work in 1:6 Cement Mortar 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 | |||||
| 7.01 | In Ground Floor | 30.2 | Cum | - | - |
| 7.02 | In First Floor | 31 | Cum | - | - |
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