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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹66,665.20 (17.4%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹6,893
Closing Date
16 Oct 2021, 6:00 pmClosed
O/o AEE, PWD Roads Sub Division, Kottayam
O/o AEE, PWD Roads Sub Division, Kottayam
SLTF-Construction of Retaining Wall at ch 0/550 RHS of Kottayam Kozhenchery Road - Construction of Retaining Wall at ch 0/550 RHS of Kottayam Kozhenchery Road-General Civil Work
2021_PWD_444747_1
PWD/RB/TR/97583/2021_5_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Kottayam - Kozhenchery Road.
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,015
₹6,893
5 May 2022
11 Oct 2021
20 Oct 2021
11 Oct 2021
16 Oct 2021
11 Oct 2021
Amount
Retaining Wall
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD34203/2021-2022:Providing and laying factory made cement ( Existing tiles are used )concrete paver block of required strength, thickness & size / shape made by tablr vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of 6mm metal, compacting and proper embedding/laying of inter locking paver block in to the bedding layer through vibratory compaction by using plate vibrator, filling the joints cutting of pavor blocks as per required size and pattern, finishing and sweeping etc. complete as per the direction of Engineer 80mm thick C.C. paver block of M-30 grade with approved design and pattern.
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Toney Augustine
Bidder Name
punnoose p stephen
Toney Augustine
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_633807.pdf
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