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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.1 LAccepted-AOC | ₹22.1 L | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹22.3 LRejected-AOC VAZHAKULAM GP | PALAKKAD | KERALA | 678001 | ₹22.3 L | 2 | Rejected-AOC 2nd lowest |
| 3 | 3₹22.9 LRejected-Finance | ₹22.9 L | 3 | Rejected-Finance 3rd lowest |
| 4 | 4₹23.8 LRejected-Finance | ₹23.8 L | 4 | Rejected-Finance 4th lowest |
| Sl No | Description | Qty | Unit | MUSLIYARUPARAMBIL EBRAHIM AHAMMED L2 | Joby Abraham L4 | ANILKUMAR K S L3 | AFKAR T ABDUL RAHIMAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00App A | |||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 440 | sqm | 6 ₹2,640 | 3 ₹1,320 | 8.34 ₹3,669.60 | 8.06 ₹3,546.40 |
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 2 | metre | 1,274.86 ₹2,549.72 | 500 ₹1,000 | 1,276.42 ₹2,552.84 | 1,233.74 ₹2,467.48 |
| 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 | 10 | hour | 200 ₹2,000 | 50 ₹500 | 410.29 ₹4,102.90 | 396.57 ₹3,965.70 |
| 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 | 149.83 | cum | 231.61 ₹34,701.66 | 220 ₹32,962.16 | 231.89 ₹34,743.61 | 224.14 ₹33,582.45 |
| 1.00 | 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) | 58.28 | cum | 7,131.67 ₹4.2 L | 7,500 ₹4.4 L | 7,140.39 ₹4.2 L | 6,901.61 ₹4.0 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) | 163.6 | cum | 7,400 ₹12.1 L | 7,800 ₹12.8 L | 7,528.95 ₹12.3 L | 7,277.18 ₹11.9 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 63.3 | sqm | 300 ₹18,990 | 386 ₹24,433.80 | 347.58 ₹22,001.81 | 335.96 ₹21,266.27 |
| 1.01 | 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. | 514.88 | sqm | 700 ₹3.6 L | 800 ₹4.1 L | 755.72 ₹3.9 L | 730.45 ₹3.8 L |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 499.15 | sqm | 309.07 ₹1.5 L | 340 ₹1.7 L | 309.45 ₹1.5 L | 299.1 ₹1.5 L |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
24 Dec 2025, 4:00 pmClosed
Executive Engineer
Executive Engineer PVIP Division No. II Aluva
Construction of Protection wall for Mudickal Sub Branch Canal Chainage 6.90 KM, Ward 11, Vazhakkulam Grama Panchayath-General Civil Work
2025_Irrig_822251_1
IRR/PII/TR/5889/2024_5_3_2/1
Open Tender
Civil Works - Canal
270 days
vazhakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
24 Jan 2026
17 Dec 2025
26 Dec 2025
17 Dec 2025
24 Dec 2025
17 Dec 2025
17 Dec 2025 - 24 Dec 2025
Amount
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
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
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)
4.1.6: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
8.2.2.1:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shadeArea of slab upto 0.50 sqm
16.21:Engraving letters in hard stone
13.71:Lettering with black Japan pint of approved brand and manufacture
OD32606/2025-2026:PVC WEEP HOLES- Providing weep holes using 40mm dia. PVC pipes working pressure 6kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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.
MUSLIYARUPARAMBIL EBRAHIM AHAMMED (BID ID -2446463)
ANILKUMAR K S (BID ID -2447112)
Joby Abraham (BID ID -2447092)
Bidder Name
Joby Abraham
ANILKUMAR K S
MUSLIYARUPARAMBIL EBRAHIM AHAMMED
AFKAR T ABDUL RAHIMAN
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