Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-Finance | L1 | Accepted-Finance L-1 Bidder accepted and hence selection notice to issue to execute agreement | |
| 2 | L2₹24.5 L+₹2.6 L (11.9%)Accepted-Finance | L2 | Accepted-Finance L-2 Bidder and hence kept in abeyance until execution of agreement by L-1 Bidder | |
| 3 | L3₹29.9 L+₹8.0 L (36.7%)Rejected-Finance | L3 | Rejected-Finance L-3 bidder above quoted and hence rejected | |
| 4 | L4₹32.9 L+₹11.0 L (50.0%)Rejected-Finance | L4 | Rejected-Finance L-4 Bidder above quoted and hence rejected |
| Sl No | Description | Qty | Unit | KAMALASANAN.P.K L1 | NAJIM T K L2 | T C Rajesh L3 | C R REGHU L4 |
|---|---|---|---|---|---|---|---|
| 1.001 App A-Retaining wall | |||||||
| 1.01 | [60.7.3] DISMANTLING DR - Dismanling, clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 67.2 | cum | 619.65 ₹41,640.48 Lowest | 693.13 ₹46,578.34 | 2,000 ₹1,34,400 | 2,000 ₹1,34,400 |
| 1.02 | [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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m. as directed by Engineer-in-charge. All kinds of soil | 310.69 | cum | 210.74 ₹65,474.39 Lowest | 235.73 ₹73,238.48 | 285 ₹88,546.08 | 350 ₹1,08,740.8 |
| 1.03 | [5.9.1] Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 37.4 | sqm | 315.88 ₹11,813.91 Lowest | 353.34 ₹13,214.92 | 399 ₹14,922.6 | 400 ₹14,960 |
| 1.04 | [5.9.2] Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 276.31 | sqm | 686.79 ₹1,89,770.38 | 768.23 ₹2,12,273.47 | 500 ₹1,38,157.5 Lowest | 500 ₹1,38,157.5 Lowest |
| 1.05 | [5.22.6] Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | 8,486.68 | kilogram | 91.96 ₹7,80,435.37 Lowest | 102.87 ₹8,73,025.08 | 120 ₹10,18,401.96 | 115 ₹9,75,968.55 |
| 1.06 | [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) | 10.12 | cum | 7,009.6 ₹70,972.2 Lowest | 7,840.76 ₹79,387.7 | 7,590 ₹76,848.75 | 9,500 ₹96,187.5 |
| 1.07 | [5.33.1.1] Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum | 78.06 | cum | 8,907.7 ₹6,95,361.79 Lowest | 9,963.96 ₹7,77,816.61 | 12,500 ₹9,75,787.5 | 13,500 ₹10,53,850.5 |
| 1.08 | [2.25] Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 364 | cum | 260.51 ₹94,825.64 Lowest | 291.4 ₹1,06,069.6 | 399 ₹1,45,236 | 1,000 ₹3,64,000 |
| 1.09 | [60.6] 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. | 28 | metre | 92.5 ₹2,589.97 Lowest | 103.47 ₹2,897.16 | 750 ₹21,000 | 500 ₹14,000 |
Tender Value
₹26.8 L
EMD Value
₹50,000
Closing Date
22 Sept 2026, 6:00 pmClosed
Jayarani Manoj, Project Engineer, KLDC, Kayamkulam
Office of the Project Engineer,Bldg No. 508, Sai Darshan, Chirakkadavam PO , Kayamkulam - 690502
ANNUAL PLAN 2026-27-Stabilization of Land slide areas-Construction of Retaining wall at Chaakapalam PHC in cherukol Panchayath in Pathanamthitta District
2026_KLDC_868715_1
05/KLDC/PE(Kylm)/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
CHERUKOL PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
26 Sept 2026
11 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11 App A-Retaining wall | |||||
| 1.01 | [60.7.3] DISMANTLING DR - Dismanling, clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 67.2 | cum | 757.52 | ₹50,905.34 |
| 1.02 | [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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m. as directed by Engineer-in-charge. All kinds of soil | 310.69 | cum | 257.63 | ₹80,042.55 |
| 1.03 | [5.9.1] Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 37.4 | sqm | 386.16 | ₹14,442.38 |
| 1.04 | [5.9.2] Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 276.32 | sqm | 839.6 | ₹2,31,994.07 |
| 1.05 | [5.22.6] Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | 8,486.68 | kilogram | 112.43 | ₹9,54,157.77 |
| 1.06 | [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) | 10.13 | cum | 8,569.14 | ₹86,762.54 |
| 1.07 | [5.33.1.1] Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum | 78.06 | cum | 10,889.57 | ₹8,50,072.5 |
| 1.08 | [2.25] Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 364 | cum | 318.47 | ₹1,15,923.08 |
| 1.09 | [60.6] 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. | 28 | metre | 113.08 | ₹3,166.24 |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1471358.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.26 MB
ePAYMENTform.pdf
Tender Documents • 0.21 MB
BOQ_1471358.xls
BOQ • 0.29 MB
IpactCertificate.pdf
Tender Documents • 0.16 MB
PA.pdf
Tender Documents • 0.19 MB
AFFIDAVIT.pdf
Tender Documents • 0.17 MB
FOT.pdf
Tender Documents • 0.18 MB
SBD.pdf
Tender Documents • 1.51 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 .