Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.9 LAccepted-AOC | L1 | Accepted-AOC L1ACCEPTED | |
| 2 | L2₹75.7 L+₹9.9 L (14.9%)Rejected-AOC | L2 | Rejected-AOC L2 REJECTED | |
| 3 | L3₹77.6 L+₹11.7 L (17.7%)Rejected-AOC | L3 | Rejected-AOC L3 REJECTED | |
| 4 | L4₹88.8 L+₹22.9 L (34.7%)Rejected-AOC | L4 | Rejected-AOC L4 REJECTED |
| Sl No | Description | Qty | Unit | SANTHOSH JACK L2 | LIPIN M V L1 | PRAVEEN S L4 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Building | |||||||
| 1.00 | 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 | 494.36 | cum | 200 ₹98,872.6 Lowest | 206 ₹1,01,838.78 | 278 ₹1,37,432.91 | 244.52 ₹1,20,881.64 |
| 1.00 | OD57188/2025-2026:Providing stone compaction piles 100 mm dia and 4.50 m depth driven using MS pipe and MS shoes and compacted with 6 mm metal including cost of all materials and labour charges etc complete. | 17,599.5 | metre | 100 ₹17,59,950 | 88 ₹15,48,756 Lowest | 119 ₹20,94,340.5 | 105.32 ₹18,53,579.34 |
| 1.00 | OD57189/2025-2026:Laying ,spreading and compacting graded aggregate layer of 20mm, 6mm and coarse sand (Zone III) spreading in (compacted in 15 cm layers using tamping hammer and earth rammer over the improved ground ) uniform layers on a prepared surface, watering, rolling and compacting with a platform vibrator complete as per direction of departmental officers at site | 159.78 | cum | 3,100 ₹4,95,302.5 | 2,502 ₹3,99,757.05 | 3,386 ₹5,40,998.15 | 2,497.7 ₹3,99,070.02 Lowest |
| 1.00 | OD57187/2025-2026:Plate load test on soil and preparation of load settlement-Including vertical compression loads on a square plate of size 0.30x0.30x0.25 mm on the choosen area of soil by means of hydraulic jack reacting against a platform supporting kenteledge and dial gauges etc. | 2 | each | 23,000 ₹46,000 | 18,490 ₹36,980 Lowest | 25,015 ₹50,030 | 21,848 ₹43,696 |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 22.26 | sqm | 150 ₹3,339 Lowest | 200 ₹4,452 | 180 ₹4,006.8 | 158.65 ₹3,531.55 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 61.18 | sqm | 350 ₹21,413 | 309 ₹18,904.62 Lowest | 418 ₹25,573.24 | 365.12 ₹22,338.04 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 34.09 | cum | 7,900 ₹2,69,342.6 | 6,361 ₹2,16,871.93 Lowest | 8,606 ₹2,93,412.96 | 7,516 ₹2,56,250.5 |
| 1.01 | OD57468/2025-2026: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. Note:- The cement content obtained as per mix design shall be used by the contractor at site .All work up to plinth level. Note: Cement content considered in this item is @340 kg/cum. (Excess/less of extra cement used by the contractor is not payable/not recoverable separately as per circular No CE/BL/GL/6541/2015 dated 30/8/2017) | 238.66 | cum | 10,950 ₹26,13,305.1 | 8,809 ₹21,02,338.32 Lowest | 11,911 ₹28,42,655.44 | 10,399 ₹24,81,804.54 |
| 1.01 | 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 | 23,865.8 | kilogram | 95 ₹22,67,251 | 90.5 ₹21,59,854.9 Lowest | 121 ₹28,87,761.8 | 107.87 ₹25,74,403.85 |
Tender Value
₹82.1 L
EMD Value
₹50,000
Closing Date
18 Aug 2025, 3:00 pmClosed
Executive Engineer
O/O Executive Engineer PWD Buildings Division TSR
GENERAL LAC ADS 2023 24 Guruvayur Constituency Construction of new building for GLPS Kuranhiyoor in Punnayur Grama Panchayath Phase 1 GLPS Kuranhiyoor General Civil Work
2025_PWD_772728_2
21/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
Item Rate
240 days
KURANHIYOOR
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
30 Oct 2025
4 Aug 2025
21 Aug 2025
4 Aug 2025
18 Aug 2025
4 Aug 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1283780.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
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 .