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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC | ₹12.6 L Quoted ₹10.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.0 LRejected-Finance THUSHARA BHAVAN RAMANKERY PO ALAPPUZHA ALAPPUZHA | ₹12.0 L | L2 | Rejected-Finance WORK AWARDED TO L1 BIDDER |
| Sl No | Description | Qty | Unit | SOJANFRANCIS L1 | SANDEEP T L2 |
|---|---|---|---|---|---|
| 1.00Renovation of retaining wall | |||||
| 1.00 | 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. | 63 | cum | 751 ₹47,313 | 850 ₹53,550 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 7.5 | cum | 2,519 ₹18,892.50 | 2,800 ₹21,000 |
| 1.00 | 2.8.1: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 | 12 | cum | 356.48 ₹4,277.76 | 400 ₹4,800 |
| 1.00 | OD7481/2025-2026:DR PACKING Under foundation with departmental stone - Dry stone packing under foundation with departmental rubble, labour charges etc. complete as per direction of departmental officers at site. (Based on 60.7.2) | 27 | cum | 791 ₹21,357 | 800 ₹21,600 |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 33.08 | cum | 1,700 ₹56,227.50 | 1,800 ₹59,535 |
| 1.01 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 26.32 | cum | 3,958 ₹1.0 L | 4,000 ₹1.1 L |
| 1.01 | 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. | 27.75 | metre | 112 ₹3,108 | 150 ₹4,162.50 |
| 1.01 | OD7484/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand). (Based on 7.1.1) | 27.07 | cum | 8,107 ₹2.2 L | 9,000 ₹2.4 L |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.85 | cum | 10,395 ₹60,810.75 | 11,000 ₹64,350 |
Tender Value
₹10.9 L
EMD Value
₹27,500
Closing Date
3 Nov 2025, 5:00 pmClosed
CHIEF ENGINEER, KSCADC
KSCADC Building, Kamalewsaram , Manacaud P.O. Thiruvananthapuram Pin-695009
GENERAL-Urgent maintenance work at National Fish Seed Farm, Polachira, Thirualla Renovation of dilapidated retaining wall, repairs of intake well -General Civil Work
2025_SCADC_815359_1
ET-64/2025-26
Open Tender
Civil Works - Buildings
120 days
Polachira in Pathanamthitta district
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹27,500
29 May 2026
27 Oct 2025
5 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
Amount
Renovation of retaining wall
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.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.8.1: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
OD7481/2025-2026:DR PACKING Under foundation with departmental stone - Dry stone packing under foundation with departmental rubble, labour charges etc. complete as per direction of departmental officers at site. (Based on 60.7.2)
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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.
OD7484/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand). (Based on 7.1.1)
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
Repairs to intake well
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD9182/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand). (Based on 7.1.1)
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)
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
OD7487/2025-2026:Providing and laying in position 40 mm aggregate as filter media. (Based on ...)
SANDEEP T (BID ID -2425897)
Bidder Name
SOJANFRANCIS
SANDEEP T
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