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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC | ₹19.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.8 LRejected-AOC V S BHAVAN AYIRA P O | KERALA | ₹19.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹20.1 LRejected-AOC | ₹20.1 L | L3 | Rejected-AOC L3 |
| 4 | L4₹23.3 LRejected-AOC | ₹23.3 L | L4 | Rejected-AOC L4 |
| 5 | L5₹24.0 LRejected-AOC ERA 114 TC 36 819 CHITHRALAYA CHAKRAPANIPURAM PUTHUKULANGARA PO UZHAMALAKAL THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹24.0 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | SHIBU S V L4 | F.Satheesh Raj L3 | KIRAN S L5 | VINCENT V L2 | CHANDRAN.S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||||
| 1.00 | OD39632/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site | 25 | each | 1,216 ₹30,400 | 1,000 ₹25,000 | 1,245 ₹31,125 | 1,036.52 ₹25,913 | 996.7 ₹24,917.50 |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 63 | hour | 580 ₹36,540 | 500 ₹31,500 | 595 ₹37,485 | 494.06 ₹31,125.78 | 475.07 ₹29,929.41 |
| 1.00 | 15.3: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. | 0.5 | cum | 4,126 ₹2,063 | 3,300 ₹1,650 | 4,225 ₹2,112.50 | 3,517.02 ₹1,758.51 | 3,381.89 ₹1,690.95 |
| 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. | 2.81 | cum | 852 ₹2,392.42 | 720 ₹2,021.76 | 875 ₹2,457 | 725.57 ₹2,037.40 | 697.69 ₹1,959.11 |
| 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 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 | 229.62 | cum | 290 ₹66,588.64 | 250 ₹57,404 | 300 ₹68,884.80 | 246.75 ₹56,657.75 | 237.27 ₹54,480.99 |
| 1.01 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 24.02 | cum | 3,334 ₹80,069.34 | 2,920 ₹70,126.72 | 3,415 ₹82,014.64 | 2,842.04 ₹68,254.43 | 2,732.85 ₹65,632.13 |
| 1.01 | 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 | 1.97 | cum | 1,928 ₹3,790.45 | 1,640 ₹3,224.24 | 1,975 ₹3,882.85 | 1,643.5 ₹3,231.12 | 1,580.36 ₹3,106.99 |
| 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 | 179.94 | cum | 4,487 ₹8.1 L | 4,000 ₹7.2 L | 4,595 ₹8.3 L | 3,825.03 ₹6.9 L | 3,678.07 ₹6.6 L |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 10.58 | cum | 9,397 ₹99,457.85 | 8,825 ₹93,403.80 | 9,620 ₹1.0 L | 8,011.76 ₹84,796.47 | 7,703.94 ₹81,538.50 |
Updated dates
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
21 Feb 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
Improvements of Cherumanchal thodu(Variyamkonam to Mukkodu Adipparambu) in Eenchappuri ward of Aryanad Panchayath
2026_Irrig_835664_1
19/EE-MI/2025-26
Open Tender
Civil Works - Water Works
240 days
Eenchappuri ward of Aryanad Panchayath
Please refer Bid document
7 documents required · 7 mandatory
₹2,760
₹50,000
10 Mar 2026
11 Feb 2026
24 Feb 2026
11 Feb 2026
21 Feb 2026
11 Feb 2026
Detailed estimate
OD39632/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site
60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
15.3: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.
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.
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
4.1.6: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 40 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)
5.1.2: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
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
OD39648/2025-2026:Name board of size 76*60 cm installed in the appropriate place visible to the public made of concrete wall with granite plaque should be inserted and engraving letters etc. Complete as per the departmental officers at site
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