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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.4 L+₹4,832.37 (0.28%)Rejected-AOC NELLIKUZHY GRAMA PANCHAYATH | WAYANAD | KERALA | 670644 | L2 | Rejected-AOC L2 | |
| 3 | L3₹17.5 L+₹18,147.24 (1.05%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
22 Aug 2022, 3:00 pmClosed
Executive Engineer
PWD Roads Division Muvattupuzha
Interlocking tile is provided at ch 2 950 This estimate includes Excavation RCCM20 PCC M15etc for the proper completion of the project
2022_PWD_503302_1
PWD/RB/TR/5703/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Ernakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
9 Dec 2022
12 Aug 2022
24 Aug 2022
12 Aug 2022
22 Aug 2022
12 Aug 2022
Amount
CD Works
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)
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
OD154175/2021-2022:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD154178/2021-2022:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD73841/2022-2023: od11409/2019_2020 : Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works(based on DSR 2016 item no 10.25.2
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
OD97491/2022-2023:Dry Rubble masonry for Retaining wall
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
antony devassy
KSM CONSTRUCTIONS
SHAJU C SKARIAH
JEBIN JOHNSON
DENNY K MATHEW
Nirappel
Bidder Name
KSM CONSTRUCTIONS
JOSE PAUL
Nirappel
SHAJU C SKARIAH
antony devassy
DENNY K MATHEW
JEBIN JOHNSON
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