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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC NO 1334 1 1 AVINASHI ROAD PEELAMEDU COIMBATORE 641 004 | COIMBATORE | TAMIL NADU | 641004 | ₹6.3 Cr Quoted ₹6.6 Cr | L1 | Accepted-AOC ACCEPTED AS L1 CONTRACTOR |
| 2 | L2₹6.7 Cr+₹9.3 L (1.41%)Rejected-AOC | ₹6.7 Cr+₹9.3 L (1.41%) | L2 | Rejected-AOC REJECTED SINCE RATE QUOTED ARE HIGHER THAN L1 |
| 3 | L3₹6.8 Cr+₹18.5 L (2.80%)Rejected-AOC NO 5 25A NADUMEDU PILLUR PO PARAMATHI VELLORE NAMAKKAL DIST 637 206 | NAMAKKAL | TAMIL NADU | 637206 | ₹6.8 Cr+₹18.5 L (2.80%) | L3 | Rejected-AOC REJECTED SINCE RATE QUOTED ARE HIGHER THAN L1 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Not fulfill the evaluation CRITERIA 13: SUBMISSION OF WORK SITE INSPECTION as per EIC & CE (G), PWD, Chennai, Technical Circular No.HDO/F.21/2025/ dt.23.06.2025 and instructions issued by PWD Secretriat Chennai letter No.9724195/G2/2025-1 dt.14.03.25 |
| Sl No | Description | Qty | Unit | sivaparameswari engineering construction and co L3 | NATURAL HI TECH FOOD CONSTRUCTIONS L1 | MNM CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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.
Upto 2.40m Depth. | 175 | Cu.m. | 215 ₹37,625 | 205 ₹35,875 Lowest | 210 ₹36,750 |
| 2.00Earth 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. | ||||||
| 2.01 | Upto 2.40m Footing Depth. | 1,704 | Cu.m. | 405 ₹6,90,120 | 400 ₹6,81,600 Lowest | 400 ₹6,81,600 Lowest |
| 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 | 101 | Cu.m. | 6,090 ₹6,15,090 | 5,920 ₹5,97,920 Lowest | 6,000 ₹6,06,000 |
| 4.00 | 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 | 110 | Cu.m | 6,090 ₹6,69,900 | 5,920 ₹6,51,200 Lowest | 6,000 ₹6,60,000 |
| 5.00 | 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. | 260 | Cu.m. | 2,075 ₹5,39,500 | 2,010 ₹5,22,600 Lowest | 2,050 ₹5,33,000 |
| 6.00 | Supply and filling in foundation and basement with Gravel for a lead of 10km 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. | 460 | Cu.m. | 609 ₹2,80,140 | 590 ₹2,71,400 Lowest | 600 ₹2,76,000 |
| 7.00 | 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. | 382 | Cu.m. | 180 ₹68,760 | 175 ₹66,850 Lowest | 175 ₹66,850 Lowest |
| 8.00Brick work in Cement Mortar 1:5 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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 & Basement | 157 | Cu.m. | 8,465 ₹13,29,005 | 8,225 ₹12,91,325 Lowest | 8,345 ₹13,10,165 |
Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
27 Feb 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
O/o THE SUPERINTENDING ENGINEER PWD BUILDINGS CONSTRUCTION AND MAINTENANCE CIRCLE COIMBATORE
CONSTRUCTION OF MEDICAL DEVICE LABORATORY IN COIMBATORE MEDICAL COLLEGE CAMPUS AT COIMBATORE DISTRICT
2026_PWD_661054_1
86BCMCBE17022026
Open Tender
Civil Works - Buildings
Lump-sum
COIMBATORE MEDICAL COLLEGE CAMPUS
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹3.3 L
13 Mar 2026
24 Feb 2026
27 Feb 2026
24 Feb 2026
27 Feb 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.
Upto 2.40m Depth. | 175 | Cu.m. | - | - |
| 2Earth 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. | |||||
| 2.01 | Upto 2.40m Footing Depth. | 1,704 | Cu.m. | - | - |
| 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 | 101 | Cu.m. | - | - |
| 4 | 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 | 110 | Cu.m | - | - |
| 5 | 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. | 260 | Cu.m. | - | - |
| 6 | Supply and filling in foundation and basement with Gravel for a lead of 10km 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. | 460 | Cu.m. | - | - |
| 7 | 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. | 382 | Cu.m. | - | - |
| 8Brick work in Cement Mortar 1:5 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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 & Basement | 157 | Cu.m. | - | - |
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