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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC VALLIKATTIL HOUSE MANGATTOOR KOLENCHERY | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹13.8 L+₹72,730.01 (5.56%)Rejected-AOC AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | WILSON V VARKEY L1 | P.V.George L2 |
|---|---|---|---|---|---|
| 1.00Rectification of flume and aqueduct | |||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 16.44 | cum | 2,391.08 ₹39,314.14 Lowest | 2,516.93 ₹41,383.36 |
| 1.00 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 45.59 | cum | 8,810 ₹4,01,603.85 Lowest | 9,235.97 ₹4,21,021.69 |
| 1.00 | 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 | 167.08 | kilogram | 75 ₹12,530.7 Lowest | 112.43 ₹18,784.35 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 153 | sqm | 797.62 ₹1,22,035.86 Lowest | 839.6 ₹1,28,458.8 |
| 1.00 | 26.38.1:Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved
design mix concrete having the specified minimum characteristic compressive
strength [with ordinary portland cement, coarse sand and graded stone
aggregate of 10 mm maximum size in proportion as per design criteria]
including the cost of centering and shuttering at edges and corners etc. as
directed by Engineer- in-Charge
Note: Rates shall include the providing necessary ground wires etc. The
levelling gauges, if used, shall be paid for separately. Payment under this item
shall be made only after proper wet curing has been done and surface has
been satisfactorily evaluated by sounding/tapping with a blunt metal
instrument.25mm thick in Grade M 25 with cement content not less than 330 kg per cum | 304.4 | sqm | 816.33 ₹2,48,490.85 Lowest | 859.29 ₹2,61,567.88 |
| 1.01 | 24.2:Providing and fixing double scaffolding system (Cup lock type ) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-Charge. Note: - ( 1) The evaluational area of the scaffolding shall be measured for payment purpose, (2) The payment will be made once only for execution of all items of such works. | 144 | sqm | 339.5 ₹48,888 Lowest | 357.37 ₹51,461.28 |
| 1.01 | 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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 33.26 | cum | 8,140.68 ₹2,70,791.58 Lowest | 8,569.14 ₹2,85,043.87 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 504 | sqm | 326.6 ₹1,64,606.4 Lowest | 343.79 ₹1,73,270.16 |
Tender Value
₹13.8 L
EMD Value
₹34,525
Closing Date
6 Oct 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer, PVIP Division No.II Aluva
Rectification work to prevent leakage of aqueduct and flume between ch 4.920 km and ch 5.165 km of Kanjiramattom MD
2025_Irrig_804157_1
IRR/PII/TR/3586/2025_5_10_9/1
Open Tender
Civil Works - Canal
Item Rate
240 days
Kanjiramattom
please refer Tender documents
7 documents required · 7 mandatory
₹2,760
₹34,525
3 Nov 2025
30 Sept 2025
8 Oct 2025
30 Sept 2025
6 Oct 2025
30 Sept 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1337707.pdf
boq_comp_chart.xlsx
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details.html
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