Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.7 LAdmitted-Finance | ₹79.7 L | L1 | Admitted-Finance |
| 2 | L2₹84.7 L+₹5.0 L (6.29%)Admitted-Finance | ₹84.7 L+₹5.0 L (6.29%) | L2 | Admitted-Finance |
| 3 | L3₹88.2 L+₹8.5 L (10.6%)Admitted-Finance | ₹88.2 L+₹8.5 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹88.4 L+₹8.7 L (10.9%)Admitted-Finance | ₹88.4 L+₹8.7 L (10.9%) | L4 | Admitted-Finance |
| 5 | L5₹1.0 Cr+₹21.3 L (26.7%)Admitted-Finance CHENNAI | ₹1.0 Cr+₹21.3 L (26.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JENEFA CONSTRUCTIONS L4 | N.F.LEL CONSTRUCTION L5 | HARI ENTERPRISES L2 | DY Infra & Projects Private Limited L1 | S VINAYAGAMURTHY L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface Dressing in ground n.exc.15 cm deep in hard and dense soil. | 200 | SQ.M. | 40 ₹8,000 | 42 ₹8,400 | 35 ₹7,000 Lowest | 420 ₹84,000 | 38.53 ₹7,706 |
| 2.00 | M/L Excavation in trenches, n. exc. 1.5m wide and n.exc. 1.5m in depth for foundation etc. And getting out including dressing/ trimming sides and levelling/grading and ramming of bottoms of excavation in dense soil. | 144 | CU.M | 700 ₹1,00,800 | 690 ₹99,360 | 600 ₹86,400 Lowest | 1,000 ₹1,44,000 | 720 ₹1,03,680 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. Hard/dense soil. | 108 | CU.M. | 150 ₹16,200 | 325 ₹35,100 | 100 ₹10,800 Lowest | 1,000 ₹1,08,000 | 148 ₹15,984 |
| 4.00 | Demolition of brick work built in cement morter. | 6.25 | CU.M | 700 ₹4,375 | 3,450 ₹21,562.5 | 500 ₹3,125 Lowest | 2,300 ₹14,375 | 650 ₹4,062.5 |
| 5.00 | Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specificically provided for, and remove them. | 5 | CU.M | 1,800 ₹9,000 | 3,250 ₹16,250 | 1,300 ₹6,500 Lowest | 2,500 ₹12,500 | 1,800 ₹9,000 |
| 6.00 | M/L for Sand filling under floors or in foundations including watering and consolidation. | 49.93 | CU.M | 2,200 ₹1,09,846 | 2,000 ₹99,860 | 2,000 ₹99,860 | 3,500 ₹1,74,755 | 1,900 ₹94,867 Lowest |
| 7.00 | M/L for Single Brick Flat Solling using sub class "B" bricks, laid dry on edge in floors. | 10.46 | SQM | 500 ₹5,230 | 1,100 ₹11,506 | 400 ₹4,184 Lowest | 1,500 ₹15,690 | 500 ₹5,230 |
| 8.00 | M/L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) | 200 | SQ.M | 100 ₹20,000 Lowest | 215 ₹43,000 | 100 ₹20,000 Lowest | 120 ₹24,000 | 140 ₹28,000 |
| 9.00 | M/L for P.C.C. 1:3:6 Type C2 using 40 mm graded stone aggregate Cement concrete
in foundations, filling and mass concrete. | 57 | CU.M. | 6,000 ₹3,42,000 | 7,450 ₹4,24,650 | 5,500 ₹3,13,500 Lowest | 5,500 ₹3,13,500 Lowest | 5,900 ₹3,36,300 |
| 10.00 | M & L for P.C.C.in foundations filling and mass concrete 1:2:4 Type B1, with 20mm graded aggregate,. | 30 | CU.M | 6,000 ₹1,80,000 | 8,250 ₹2,47,500 | 5,800 ₹1,74,000 Lowest | 5,800 ₹1,74,000 Lowest | 6,130 ₹1,83,900 |
Tender Value
₹95.2 L
EMD Value
₹1.7 L
Closing Date
5 Aug 2026, 4:00 pmClosed
CHIEF GENERAL MANAGER,ENGINE FACTORY AVADI
ENGINE FACTORY AVADI, CHENNAI 600054
Construction of IEs Change room near EAS-III at Engine Factory Avadi
2026_AVNL_285041_1
EFA/EO(C)/1281/E/TE/08/2026-27
Open Tender
Civil Works
Item Rate
365 days
ENGINE FACTORY AVADI, CHENNAI
DETAILS ATTACHED
9 documents required · 9 mandatory
₹0
₹1.7 L
18 Aug 2026
22 Jul 2026
8 Aug 2026
22 Jul 2026
5 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface Dressing in ground n.exc.15 cm deep in hard and dense soil. | 200 | SQ.M. | 1 | ₹199.98 |
| 2 | M/L Excavation in trenches, n. exc. 1.5m wide and n.exc. 1.5m in depth for foundation etc. And getting out including dressing/ trimming sides and levelling/grading and ramming of bottoms of excavation in dense soil. | 144 | CU.M | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. Hard/dense soil. | 108 | CU.M. | - | - |
| 4 | Demolition of brick work built in cement morter. | 6.25 | CU.M | - | - |
| 5 | Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specificically provided for, and remove them. | 5 | CU.M | 1 | ₹5 |
| 6 | M/L for Sand filling under floors or in foundations including watering and consolidation. | 49.93 | CU.M | - | - |
| 7 | M/L for Single Brick Flat Solling using sub class "B" bricks, laid dry on edge in floors. | 10.46 | SQM | 1 | ₹10.46 |
| 8 | M/L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) | 200 | SQ.M | 1 | ₹199.98 |
| 9 | M/L for P.C.C. 1:3:6 Type C2 using 40 mm graded stone aggregate Cement concrete
in foundations, filling and mass concrete. | 57 | CU.M. | - | - |
| 10 | M & L for P.C.C.in foundations filling and mass concrete 1:2:4 Type B1, with 20mm graded aggregate,. | 30 | CU.M | - | - |
stage.html
html • 0.03 MB
tech_eval.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 1.12 MB
SAFETYCLAUSE.pdf
Tender Documents • 0.27 MB
SPECIALCONDITIONSOFCONTRACT_R.pdf
Tender Documents • 0.31 MB
GENERALCONDITIONSOFCONTRACT.pdf
Tender Documents • 0.13 MB
particular.pdf
Tender Documents • 0.21 MB
InstructionstoBidders.pdf
Tender Documents • 0.19 MB
Eligibility.pdf
Tender Documents • 0.32 MB
BOQ_332735.xls
BOQ • 0.37 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 .