Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.4 LAccepted-AOC | ₹60.4 L | L1 | Accepted-AOC Agreement accepted by SE |
| 2 | L2₹62.1 L+₹1.7 L (2.84%)Rejected-Finance | ₹62.1 L+₹1.7 L (2.84%) | L2 | Rejected-Finance second lowest tenderer for L2 |
| 3 | L3₹65.9 L+₹5.5 L (9.08%)Rejected-Finance | ₹65.9 L+₹5.5 L (9.08%) | L3 | Rejected-Finance Third lowest tenderer for L3 |
| 4 | L4₹71.6 L+₹11.2 L (18.5%)Rejected-Finance | ₹71.6 L+₹11.2 L (18.5%) | L4 | Rejected-Finance Fourth lowest tenderer for L4 |
| 5 | L5₹73.1 L+₹12.6 L (20.9%)Rejected-Finance | ₹73.1 L+₹12.6 L (20.9%) | L5 | Rejected-Finance Fifth lowest tenderer for L5 |
| Sl No | Description | Qty | Unit | Shri Maruthi Constructions L1 | KBK CONSTRUCTION L2 | RS CONTRACTOR L3 | A.Balasubramani L4 | KARTHI ENTERPRISES L6 | BALAJI ENGINEERING CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 248 | M3 | 175 ₹43,400 Lowest | 207 ₹51,336 | 180 ₹44,640 | 254 ₹62,992 | 190 ₹47,120 | 260 ₹64,480 |
| 2.00 | 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. | 28.2 | M3 | 1,400 ₹39,480 | 1,593 ₹44,922.6 | 1,200 ₹33,840 | 2,144 ₹60,460.8 | 950 ₹26,790 Lowest | 2,187 ₹61,673.4 |
| 3.00 | 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. | 18.8 | M3 | 150 ₹2,820 | 728 ₹13,686.4 | 30 ₹564 Lowest | 155 ₹2,914 | 160 ₹3,008 | 158 ₹2,970.4 |
| 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. | 153.6 | M3 | 300 ₹46,080 | 943 ₹1,44,844.8 | 180 ₹27,648 Lowest | 604 ₹92,774.4 | 1,100 ₹1,68,960 | 615 ₹94,464 |
| 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 manuval means | 16.8 | M3 | 4,850 ₹81,480 | 5,360 ₹90,048 | 5,250 ₹88,200 | 5,795 ₹97,356 | 4,700 ₹78,960 Lowest | 5,912 ₹99,321.6 |
| 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 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 manuval means | 20.2 | M3 | 4,850 ₹97,970 | 5,339 ₹1,07,847.8 | 5,500 ₹1,11,100 | 5,795 ₹1,17,059 | 4,700 ₹94,940 Lowest | 5,912 ₹1,19,422.4 |
| 7.00Brick work in following Cement Mortar 1:6 (One Cement and Six M-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. | |||||||||
| 7.01 | For Foundation & basement | 51.9 | M3 | 6,150 ₹3,19,185 Lowest | 6,945 ₹3,60,445.5 | 6,500 ₹3,37,350 | 6,365 ₹3,30,343.5 | 8,100 ₹4,20,390 | 6,495 ₹3,37,090.5 |
| 7.02 | For Superstructure in Ground Floor | 66.3 | M3 | 6,150 ₹4,07,745 Lowest | 6,945 ₹4,60,453.5 | 7,000 ₹4,64,100 | 6,455 ₹4,27,966.5 | 8,150 ₹5,40,345 | 6,590 ₹4,36,917 |
| 8.00Brick partition walls of 10.80cm thickness 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 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) | |||||||||
Tender Value
₹72.3 L
EMD Value
₹46,200
Closing Date
30 Jul 2026, 3:00 pmClosed
Superintending engineer
Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1
Construction of Modern Kitchen Building for Government Head Quarters Hospital at Cuddalore in Cuddalore District (Second Call)
2026_PWD_686249_1
08-01-2026-2027
Open Tender
Civil Works - Buildings
Lump-sum
150 days
Cuddalore
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹46,200
1 Sept 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 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. | 248 | M3 | - | - |
| 2 | 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. | 28.2 | M3 | - | - |
| 3 | 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. | 18.8 | M3 | - | - |
| 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. | 153.6 | M3 | - | - |
| 5 | 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 manuval means | 16.8 | M3 | - | - |
| 6 | 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 manuval means | 20.2 | M3 | - | - |
| 7Brick work in following Cement Mortar 1:6 (One Cement and Six M-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. | |||||
| 7.01 | For Foundation & basement | 51.9 | M3 | - | - |
| 7.02 | For Superstructure in Ground Floor | 66.3 | M3 | - | - |
| 8Brick partition walls of 10.80cm thickness 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 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) | |||||
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.12 MB
modernkithcencon.pdf
Tender Documents • 3.24 MB
BOQ_824925.xls
BOQ • 0.46 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .