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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 CrAccepted-AOC U 10 20 DLF PHASE III GURGAON GURGAON HARYANA 122001 | GURUGRAM | HARYANA | 122001 | ₹4.1 Cr | 1 | Accepted-AOC Lowest qualified bidder |
| 2 | 2₹4.5 Cr+₹41.7 L (10.1%)Rejected-AOC | ₹4.5 Cr+₹41.7 L (10.1%) | 2 | Rejected-AOC Second lowest bidder |
| 3 | 3₹4.7 Cr+₹61.0 L (14.9%)Rejected-Finance BUILDING NO 3203 IN WARD 21 MC ROAD PERUMBAVOOR | ERNAKULAM | KERALA | 680667 | ₹4.7 Cr+₹61.0 L (14.9%) | 3 | Rejected-Finance Third lowest bidder |
| 4 | 4₹5.0 Cr+₹85.0 L (20.7%)Rejected-Finance KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | ₹5.0 Cr+₹85.0 L (20.7%) | 4 | Rejected-Finance fourth lowest bidder |
| 5 | 5₹5.0 Cr+₹94.1 L (22.9%)Rejected-Finance | ₹5.0 Cr+₹94.1 L (22.9%) | 5 | Rejected-Finance fifth lowest bidder |
Tender Value
₹4.2 Cr
EMD Value
₹1 L
Closing Date
22 Jan 2024, 11:00 amClosed
Chief Engineer Civil DS and DRIP
Office of the Chief Engineer Civil Dam Safety and DRIP Dam Safety Organization, Pallom P.O., Kottayam, Kerala
DRIPII-IHEP-Mesh reinforced shotcreting in conjunction with Rock bolting at the downstream flank slopes of abutting rocks of Idukki Arch Dam to control rock slip
2023_KSEB_626318_1
KL KSEB DRIP II/IHEP/SHOTCRETE / CE-12/2023-24
Open Tender
Civil Works - Others
Item Rate
365 days
Idukki Arch dam
Refer tender document
4 documents required · 4 mandatory
₹8,850
₹1 L
Yes
4 Jun 2024
7 Dec 2023
22 Jan 2024
7 Dec 2023
22 Jan 2024
7 Dec 2023
7 Dec 2023 - 27 Dec 2023
Amount
Details of work
Clearing grass and removal of the rubbish to a location as directed and cleaning the surface neatly using pressure water jet as per the direction of Engineer in charge.
Removing loosened and detached rock blocks on either flank by Chiseling, wedging, barring, picking, benching etc where ever necessary including conveying and depositing the spoil in the designated areas including all lead and lift etc complete as directed by Engineer in Charge.
Providing and laying in-position cement concrete of grade 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate of 20mm nominal size) excluding the cost of centering and shuttering for flling the pot holes before shotcreting as directed by the Engineer in Charge.
Centering and shuttering including strutting, propping etc. and dismantling of form work after completing the work.
Shotcreting 50 mm thick at the left and right abutments of Idukki Arch dam with cement concrete of grade M25 using ordinary Portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria including the cost of centering and shuttering at edges and corners,providing drainage outlets of 50 mm dia. and length as directed at necessary locations.etc. complete as directed by the Engineer-in-Charge and conforming to IS standards IS 9012:1978. The rate shall be inclusive of cost of all materials, labour, POL, transporation and laying charges etc. complete
Supplying, furnishing and installing welded mesh 50mm x 50mm made of 4mm GI wire for shotcreting/guniting at all elevations including cost of all materials and labour charges, etc. complete.
Providing and fixing rock bolts of 20 mm diameter and 3.1m length with rock anchoring at one end and providing 200x200x10mm MS plate with bolt for surface anchoring at the other end in 34 mm dia. drill holes and grouting, at specified locations at all elevations including cost of all materials, expansive cement,labour, curing, drilling holes etc. complete as directed by the Engineer in charge.
Providing and fixing double scaffolding system (cup lock type) on the exterior side, made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge including cost of all materials, labour etc. complete. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.
Evergreen Enterprises
ARYACON CONTRACTORS AND ENGINEERS PRIVATE LIMITED
Bethlahem Constructions
OST SLOPE PROTECTION ENGINEERING INDIA PVT LTD
Bidder Name
Bethlahem Constructions
APAAR INFRATECH PVT LTD
ARYACON CONTRACTORS AND ENGINEERS PRIVATE LIMITED
Evergreen Enterprises
OST SLOPE PROTECTION ENGINEERING INDIA PVT LTD
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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