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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹18.4 L+₹1.5 L (8.78%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹18.6 L+₹1.6 L (9.73%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹22.3 L
EMD Value
₹50,000
Closing Date
14 Oct 2019, 2:00 pmClosed
EXECUTIVE ENGINEER
PWD ROADS DIVISION,MANJERI
Rectification and strengthening side protection wall (right side) and reconstruction of culvert in between km 4/200 to 4/575 in Achanambalam Kooriyad road
2019_PWD_306914_1
RdDnMNJ/RD/2019/5395
Open Tender
Civil Works - Roads
Item Rate
90 days
achanambalam kooriyad road4/200
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
online
₹50,000
Yes
2 Mar 2020
7 Oct 2019
16 Oct 2019
7 Oct 2019
14 Oct 2019
7 Oct 2019
Amount
Detailed estimate
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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>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
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>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)
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.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. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
od19164/2019_2020 : Providing and laying 63 mm dia PVC pipe for wheep holes including all material, Labour charges etc. complete
13.9.A : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification <br> Granular materialBack filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
C.ABDUL KALAM AZAD
P K Hameed
Bidder Name
P K Hameed
PMR ENTERPRISES PVT LTD
C.ABDUL KALAM AZAD
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