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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.6 LAccepted-AOC 2 209 1 NANGAVARAM ROAD PERUGAMANI POST SRIRANGAM TALUK TIRUCHIRAPPALLI | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹57.6 L Quoted ₹59.1 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹61.6 LRejected-AOC | ₹61.6 L | L2 | Rejected-AOC Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| Sl No | Description | Qty | Unit | CONTINENTAL CONSTRUCTION COMPANY L3 | I.V.R CONSTRUCTION L2 | GANAPATHY ELECTRICALS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of Reinforced cement concrete complete etc., complete complying with standard specification and as directed by the departmental officer. | 1 | sqm | 5,000 ₹5,000 | 4,850 ₹4,850 | 4,800 ₹4,800 |
| 2.00 | Dismantling clearing away and carefully stacking materials use for reuse for any thickness of brick/stone masonry in cement mortar walls under 3 m height etc complete complying with standard specification and as directed by the departmental officer. | 3 | sqm | 320 ₹960 | 310 ₹930 | 310 ₹930 |
| 3.00 | 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.
Data worked out for 64 m3 per day/8 hrs | 90 | cum | 210 ₹18,900 | 200 ₹18,000 | 200 ₹18,000 |
| 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 granite stone jelly for foundation and basement 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 | 12 | cum | 5,800 ₹69,600 | 5,600 ₹67,200 | 5,600 ₹67,200 |
| 5.00Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | ||||||
| 5.01 | For Foundation & Basement | 18 | cum | 8,650 ₹1.6 L | 8,460 ₹1.5 L | 8,300 ₹1.5 L |
| 5.02 | For Super structure in Ground Floor | 4.5 | cum | 8,800 ₹39,600 | 8,600 ₹38,700 | 8,500 ₹38,250 |
| 5.03 | For Super structure in First Floor | 4 | cum | 9,100 ₹36,400 | 8,900 ₹35,600 | 8,700 ₹34,800 |
| 5.04 | For Super structure in Second Floor | 4 | cum | 9,300 ₹37,200 | 9,150 ₹36,600 | 9,000 ₹36,000 |
| 5.05 | For Super structure in Third Floor | 6.5 | cum | 9,600 ₹62,400 | 9,500 ₹61,750 | 9,300 ₹60,450 |
Tender Value
₹57.7 L
EMD Value
₹39,000
Closing Date
13 Nov 2025, 3:00 pmClosed
Chief Engineer
Office of Chief Engineer, Public Works Department, Projects, Chepauk, Chennai 05
Providing Lift well and 13 persons Lift arrangements in Government Polytechnic College at Keelakanavai, Perambalur District.
2025_HE_619242_1
KeelakanavaiLift_2025
Open Tender
Civil Works - Buildings
90 days
Keelakanavai
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹39,000
Yes
2 Jan 2026
31 Oct 2025
14 Nov 2025
31 Oct 2025
13 Nov 2025
31 Oct 2025
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