Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.1 Cr+₹4.9 L (2.36%)Rejected-AOC | ₹2.1 Cr+₹4.9 L (2.36%) | L2 | Rejected-AOC Higher Rate |
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
18 Jun 2024, 5:00 pmClosed
Superintending Engineer
Superintending Engineer, Irrigation South Circle, Opp Lourdh Church Pattom Palace PO PMG TVPM
Protection work to the left and right banks of Pampa River U/S of Leading Channel from D/S of Veeyapuram bridge to Prayatteri Padasekharam ( CH 1/618 to CH 1/799) in Veeyapuram panchayath in Kuttanad LAC-Reach II
2024_Irrig_674939_1
IRR/IA/TR/6238/2023_5_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
270 days
Veeyapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
5 Aug 2024
10 Jun 2024
21 Jun 2024
10 Jun 2024
18 Jun 2024
10 Jun 2024
10 Jun 2024 - 18 Jun 2024
Amount
Pile and Slab
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
OD20687/2023-2024:Providing and conveying Pre-cast reinforced cement concrete piles of specified size in M-30 cement concrete to carry safe working load not less than specified, including centering, shuttering, etc. complete but excluding the cost of steel reinforcement.(Length of pile for payment shall be measured from top of the shoe to the bottom of the pile cap). 500 mm x 350mm piles. Details of cost for 20m length of pile.(Based on DSR 20.5.1) MATERIAL: Concrete - 0.35 x 0.50x 20 = 3.5 cum Details for cost of 20m length of pile. Concrete = 0.5 x .35 x 20 =3.5 cum Deduction for grooves = 2 x 0.10 x 0.10 x 3.8= 0.076 cum For 20 m pile = (0.076/9.3) x 20 = 0.163 cum Net Quantity = 3.5 - 0.163 = 3.337 cum.
OD20688/2023-2024:Supplying and fixing CI pile shoe, MS clamp and bolts for fixing precast concrete piles including all cost of materials and labour charges etc complete. Shoe size 350 mm x 500 mm. Based on approved data number 206 new 22.
OD20689/2023-2024:Driving and installing Pre-cast reinforced cement concrete piles of any size and length in M-30 cement concrete, etc. complete (Based on DSR 20.5.1)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
OD20690/2023-2024:Providing and laying in position machine batched and machine mixed design mix M- 30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level
60.11.5:Providing BOUNDARY STONE .- 30*30*75 cm of hard stone 15cm chiseled dressed on all four sides including top including earthwork excavation and levelling course.
PK CONSTRUCTIONS
Bidder Name
PK CONSTRUCTIONS
SUFFIN FRANCIS AND COMPANY
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1049646.pdf
boq_comp_chart.xlsx
xlsx
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 .