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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.9 LAccepted-AOC | ₹67.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹69.5 LRejected-AOC | ₹69.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹72.0 LRejected-AOC | ₹72.0 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | K.MUHAMMED HAJI L2 | SIBIN.T.K. L3 | THOMASKUTTY DEVASIA L1 |
|---|---|---|---|---|---|---|
| 1.00Kallur Pond | ||||||
| 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 | 878.68 | cum | 226 ₹2.0 L | 233.95 ₹2.1 L | 220.73 ₹1.9 L |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1,567.81 | cum | 114 ₹1.8 L | 118.97 ₹1.9 L | 112.25 ₹1.8 L |
| 1.00 | OD285707/2025-2026:Carriage of Excavated earth from the Site to a lead of 5Km in paved roads by
Mechanical Transport including loading, Unloading and stacking | 351.47 | cum | 202 ₹70,997.55 | 209.36 ₹73,584.39 | 197.52 ₹69,422.95 |
| 1.00 | OD285747/2025-2026: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 .Modified data of 60.7.2 | 154.96 | cum | 2,603 ₹4.0 L | 2,694.6 ₹4.2 L | 2,542.29 ₹3.9 L |
| 1.00 | 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) | 94.66 | cum | 9,202 ₹8.7 L | 9,525.2 ₹9.0 L | 8,986.77 ₹8.5 L |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 57.26 | sqm | 338 ₹19,352.19 | 350.67 ₹20,077.61 | 330.85 ₹18,942.82 |
| 1.01 | 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 | 6,626.27 | kilogram | 98 ₹6.5 L | 102.09 ₹6.8 L | 96.32 ₹6.4 L |
| 1.01 | OD285771/2025-2026: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 | 442.2 | metre | 106 ₹46,873.20 | 109.85 ₹48,575.67 | 103.64 ₹45,829.61 |
| 1.01 | OD438760/2022-2023:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 718.04 | cum | 6,106 ₹43.8 L | 6,320.62 ₹45.4 L | 5,963.34 ₹42.8 L |
Tender Value
₹74.0 L
EMD Value
₹50,000
Closing Date
7 Oct 2025, 6:00 pmClosed
RAJANI P P
Mattannur Muncipality Assistant Engineer
AMRUT-Mattannur Municipality-Kallur Temple Pond Renovation-General Civil Work
2025_LSGD_800959_1
AE/CSGD/MTNR/25-26
Open Tender
Civil Works - Others
365 days
Mattannur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
5 Feb 2026
23 Sept 2025
10 Oct 2025
23 Sept 2025
7 Oct 2025
23 Sept 2025
Amount
Kallur Pond
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
OD285707/2025-2026:Carriage of Excavated earth from the Site to a lead of 5Km in paved roads by Mechanical Transport including loading, Unloading and stacking
OD285747/2025-2026: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 .Modified data of 60.7.2
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)
5.9.1: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
OD285771/2025-2026: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
OD438760/2022-2023:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
16.21:Engraving letters in hard stone
K.MUHAMMED HAJI (BID ID -2376228)
SIBIN.T.K. (BID ID -2377662)
Bidder Name
K.MUHAMMED HAJI
SIBIN.T.K.
THOMASKUTTY DEVASIA
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