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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | ₹6.5 L | L1 | Accepted-AOC L1 Party |
| 2 | L2₹8.7 LRejected-Finance | ₹8.7 L | L2 | Rejected-Finance L2 Party |
| 3 | L3₹8.8 LRejected-Finance | ₹8.8 L | L3 | Rejected-Finance L3 Party |
| 4 | L4₹10.2 LRejected-Finance | ₹10.2 L | L4 | Rejected-Finance L4 Party |
| Sl No | Description | Qty | Unit | P T JAYAPAL L2 | M ABDULSHUKKOOR L4 | SUDHEER S L1 | SUBERUKOYA.S L3 |
|---|---|---|---|---|---|---|---|
| 1.00Demolition of existing drain | |||||||
| 1.01 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 8.99 | cum | 5,365 ₹48,220.62 | 6,800 ₹61,118.40 | 4,031.74 ₹36,237.28 | 5,472 ₹49,182.34 |
| 2.00Cleaning of drain | |||||||
| 2.01 | Removing slurry/deposited sludge / solids / vegetation overgrowth from drainage for all depth and dispose the waste immediately within 500 m lead as directed by engineer in charge, clearing mouth of inlet to drain , ensure smooth flow through drain. The required manpower, tools, safety apparels and tackles shall be arranged by
the contractor | 42.8 | rm | 80 ₹3,424 | 90 ₹3,852 | 54.18 ₹2,318.90 | 74 ₹3,167.20 |
| 3.00Cleaning of culvert after lifting slab and refixing | |||||||
| 3.01 | Removing slurry/deposited sludge / solids / vegetation overgrowth from drainage for all depth and dispose the waste immediately within 500 m lead as directed by engineer in charge, including lifting of cover slabs of drains by chipping the sides if necessary, refixing the slabs after the work, clearing mouth of inlet to drain , ensure smooth flow through drain. The required manpower, tools, safety apparels and tackles shall be arranged by the contractor. | 4.6 | rm | 150 ₹690 | 165 ₹759 | 104 ₹478.40 | 141 ₹648.60 |
| 4.00Earthwork excavation | |||||||
| 4.01 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 8.99 | cum | 500 ₹4,494 | 650 ₹5,842.20 | 394.97 ₹3,549.99 | 536 ₹4,817.57 |
| 5.00PCC Works | |||||||
| 5.01 | 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 (1Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 6.25 | cum | 11,500 ₹71,863.50 | 12,800 ₹79,987.20 | 8,710.31 ₹54,430.73 | 11,820 ₹73,863.18 |
Tender Value
₹5.9 L
EMD Value
₹14,820
Closing Date
1 Dec 2025, 3:00 pmClosed
HOU(TP)
KMML,CHAVARA
Demolition of existing drainage,new drainage,scarifying the existing bituminous road surface, GSB Construction , providing and laying intelocking pavers, pcc work
2025_KMML_820638_1
EAF/CIV/0333/2025-2026(2),Dtd 11/09/2025
Open Tender
Civil Works - Others
60 days
KMML, CHAVARA
refer tender documents
6 documents required · 6 mandatory
₹1,420
₹14,820
22 May 2026
15 Nov 2025
2 Dec 2025
15 Nov 2025
1 Dec 2025
15 Nov 2025
Demolition of existing drain
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
Removing slurry/deposited sludge / solids / vegetation overgrowth from drainage for all depth and dispose the waste immediately within 500 m lead as directed by engineer in charge, clearing mouth of inlet to drain , ensure smooth flow through drain. The required manpower, tools, safety apparels and tackles shall be arranged by the contractor
Cleaning of culvert after lifting slab and refixing
Removing slurry/deposited sludge / solids / vegetation overgrowth from drainage for all depth and dispose the waste immediately within 500 m lead as directed by engineer in charge, including lifting of cover slabs of drains by chipping the sides if necessary, refixing the slabs after the work, clearing mouth of inlet to drain , ensure smooth flow through drain. The required manpower, tools, safety apparels and tackles shall be arranged by the contractor.
Earthwork excavation
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
PCC Works
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 (1Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Shuttering works
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
RCC works
Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel works
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
Scarifying of existing road
Scarifiying the existing bituminous road surface to a depth of 150 mm including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with powder road roller of 8 to 10 tonne capacity
Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
Interlock
Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete
Miscellaneous Labours
Miscellaneous Labours
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