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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LRejected-Finance | L1 | Rejected-Finance WORK AWARDED | |
| 2 | Rejected-Technical | - | Rejected-Technical disqualified | |
| 3 | Rejected-Technical | - | Rejected-Technical disqualified | |
| 4 | Rejected-Technical KANNUR | KERALA | 670612 | - | Rejected-Technical disqualified | |
| 5 | Rejected-Technical | - | Rejected-Technical disqualified |
| Sl No | Description | Qty | Unit | ABDUL MUNEER P L4 | ISMAIL P L6 | MANI K L1 | GOKUL KS L2 | Jishnu Das P L5 | U.SHOUKATHALI L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil | 25.34 | Cum | 196.84 ₹4,987.93 Lowest | 198.79 ₹5,037.34 | 215.37 ₹5,457.48 | 360 ₹9,122.4 | 350 ₹8,869 | 200 ₹5,068 |
| 2.00 | 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 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) | 2 | Cum | 7,349.41 ₹14,698.82 | 7,402.46 ₹14,804.92 | 8,040.94 ₹16,081.88 | 8,000 ₹16,000 | 7,500 ₹15,000 | 6,000 ₹12,000 Lowest |
| 3.00 | 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 | 23.84 | Cum | 3,211.2 ₹76,555.01 | 3,242.5 ₹77,301.2 | 3,000 ₹71,520 Lowest | 3,500 ₹83,440 | 3,200 ₹76,288 | 3,000 ₹71,520 Lowest |
| 4.00 | 7.1.1. Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 22.51 | Cum | 6,500 ₹1,46,315 | 6,673.29 ₹1,50,215.76 | 6,000 ₹1,35,060 | 5,500 ₹1,23,805 Lowest | 6,000 ₹1,35,060 | 6,000 ₹1,35,060 |
| 5.00 | 50.2.25.1. Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 71.38 | Cum | 483.61 ₹34,520.08 | 470.83 ₹33,607.85 | 297.37 ₹21,226.27 Lowest | 800 ₹57,104 | 500 ₹35,690 | 400 ₹28,552 |
| 6.00 | 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 : 8 graded stone aggregate 40 nominal size) | 18 | Cum | 6,267.83 ₹1,12,820.94 | 6,276.4 ₹1,12,975.2 | 6,000 ₹1,08,000 | 5,000 ₹90,000 Lowest | 6,000 ₹1,08,000 | 6,000 ₹1,08,000 |
| 7.00 | 10.16.1. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 250 | Kg | 152 ₹38,000 | 147.68 ₹36,920 | 155 ₹38,750 | 160 ₹40,000 | 140 ₹35,000 Lowest | 170 ₹42,500 |
| 8.00 | 51.20. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. | 70 | Sqm | 704.62 ₹49,323.4 | 692.25 ₹48,457.5 | 603.04 ₹42,212.8 | 550 ₹38,500 Lowest | 600 ₹42,000 | 600 ₹42,000 |
| 9.00 | 11.37. Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. | 180 | Sqm | 965 ₹1,73,700 | 1,006.07 ₹1,81,092.6 | 1,000 ₹1,80,000 | 900 ₹1,62,000 Lowest | 1,100 ₹1,98,000 | 1,000 ₹1,80,000 |
Tender Value
₹7.1 L
EMD Value
₹11,000
Closing Date
30 Jan 2023, 3:15 pmClosed
CHIEF EXECUTIVE OFFICER
MYTHRI BHAVAN KAKKANAD
SORTING AND GRADING SHED AT VELLANUR IN KOZHIKODU
2023_VFPCK_552069_1
VFPCK/ENGG/VELLANUR/RKI/22-23
Open Tender
Civil Works - Others
Item Rate
45 days
VELLANUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹11,000
Yes
15 Sept 2025
23 Jan 2023
31 Jan 2023
23 Jan 2023
30 Jan 2023
23 Jan 2023
Amount
2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil
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 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size)
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
7.1.1. Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.2.25.1. Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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 : 8 graded stone aggregate 40 nominal size)
10.16.1. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
51.20. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
11.37. Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
GOKUL KS
U.SHOUKATHALI
ABDUL MUNEER P
Jishnu Das P
ISMAIL P
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