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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.5 LAccepted-AOC | ₹43.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.8 LRejected-Finance | ₹50.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹52.2 LRejected-Finance ERA 114 TC 36 819 CHITHRALAYA CHAKRAPANIPURAM PUTHUKULANGARA PO UZHAMALAKAL THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹52.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | B UDAYAKUMAR L1 | SHIBU S V L2 | KIRAN S L3 |
|---|---|---|---|---|---|---|
| 1.00side protection | ||||||
| 1.00 | OD35073/2024-2025:
Putting up ring bund and bailing out water during the course of construction by engaging man coolies and
removing the bund after the completion of work as directed by the departmental officers at site | 50 | each | 1,022.04 ₹51,102 | 1,206.89 ₹60,344.50 | 1,240.07 ₹62,003.50 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 48 | hour | 430.25 ₹20,652 | 508.06 ₹24,386.88 | 522.03 ₹25,057.44 |
| 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 | 442.62 | cum | 243.31 ₹1.1 L | 287.32 ₹1.3 L | 295.21 ₹1.3 L |
| 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. | 5 | cum | 715.43 ₹3,577.15 | 844.83 ₹4,224.15 | 868.05 ₹4,340.25 |
| 1.00 | OD52303/2025-2026:DR PACKING Under foundation with departmental stone - Dry stone packing under foundation with depatmental rubble and labour charges etc. complete as per direction of departmental officers at site. | 3.5 | cum | 753.7 ₹2,637.95 | 890.02 ₹3,115.07 | 914.48 ₹3,200.68 |
| 1.01 | 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) | 63.23 | cum | 7,492.07 ₹4.7 L | 8,847.12 ₹5.6 L | 9,090.39 ₹5.7 L |
| 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) | 77 | cum | 8,092.96 ₹6.2 L | 9,556.68 ₹7.4 L | 9,819.46 ₹7.6 L |
| 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. | 1.36 | cum | 2,802.31 ₹3,811.14 | 3,309.14 ₹4,500.43 | 3,400.13 ₹4,624.18 |
| 1.01 | 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) | 123.27 | cum | 8,722.74 ₹10.8 L | 10,300.4 ₹12.7 L | 10,583.6 ₹13.0 L |
Tender Value
₹46.6 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 2:30 pmClosed
Executive Engineer
O/oExecutive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
GENERAL- -Improving irrigation facilities and other allied works in Pirappamankad padasekharam in Mudakkal Panchayath in Chirayinkeezhu Constituency.-General Civil Work
2026_Irrig_845263_1
26/EE-MI/25-26
Open Tender
Civil Works - Water Works
365 days
Mudakkal Panchayath
7 documents required · 7 mandatory
₹2,760
₹50,000
12 Jun 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
side protection
OD35073/2024-2025: Putting up ring bund and bailing out water during the course of construction by engaging man coolies and removing the bund after the completion of work as directed by the departmental officers at site
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
60.7.3: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.
OD52303/2025-2026:DR PACKING Under foundation with departmental stone - Dry stone packing under foundation with depatmental rubble and labour charges etc. complete as per direction of departmental officers at site.
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)
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)
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.
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)
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
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.
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
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.
60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete
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