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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹74.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹78.2 LAdmitted-Fee/PreQual/Technical/Finance DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | ₹78.2 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹78.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹78.5 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹79.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹79.0 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹85.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹85.0 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AK.DINESHAN L6 | MIDCOSE L9 | TECTONICS ENGINEERING PROJECTS L2 | ABDUL MAHROOF C Z L3 | ZM INFRAPROJECTS L5 | AVS INFRA L8 | Santhosh Kumar K.V. L4 | Aswin M L7 | MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L10 | JASIR CA L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Connection Bridge | |||||||||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 629.86 | cum | 200 ₹1,25,971.2 Lowest | 316.7 ₹1,99,475.4 | 250 ₹1,57,464 | 250 ₹1,57,464 | 297.7 ₹1,87,508.13 | 300 ₹1,88,956.8 | 300 ₹1,88,956.8 | 210 ₹1,32,269.76 | 325 ₹2,04,703.2 | 259.04 ₹1,63,157.9 |
| 1.00 | 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. | 555.34 | cum | 200 ₹1,11,067.2 Lowest | 280.4 ₹1,55,716.21 | 200 ₹1,11,067.2 Lowest | 220 ₹1,22,173.92 | 263.6 ₹1,46,386.57 | 200 ₹1,11,067.2 Lowest | 245 ₹1,36,057.32 | 320 ₹1,77,707.52 | 300 ₹1,66,600.8 | 229.34 ₹1,27,360.76 |
| 1.00 | 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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.65 | cum | 7,500 ₹1,02,367.5 | 8,131.9 ₹1,10,992.3 | 7,600 ₹1,03,732.4 | 7,500 ₹1,02,367.5 | 7,643.6 ₹1,04,327.5 | 7,200 ₹98,272.8 | 8,000 ₹1,09,192 | 7,800 ₹1,06,462.2 | 8,500 ₹1,16,016.5 | 6,650.99 ₹90,779.36 Lowest |
| 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) | 10.4 | cum | 6,000 ₹62,424 | 6,984.6 ₹72,667.78 | 5,950 ₹61,903.8 | 6,000 ₹62,424 | 6,565.1 ₹68,303.3 | 7,000 ₹72,828 | 6,000 ₹62,424 | 6,150 ₹63,984.6 | 7,200 ₹74,908.8 | 5,712.62 ₹59,434.1 Lowest |
| 1.00 | 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 | 15,888.3 | kilogram | 80 ₹12,71,064 | 99 ₹15,72,941.7 | 79 ₹12,55,175.7 Lowest | 85 ₹13,50,505.5 | 93 ₹14,77,611.9 | 99 ₹15,72,941.7 | 80 ₹12,71,064 | 85 ₹13,50,505.5 | 102 ₹16,20,606.6 | 80.96 ₹12,86,316.77 |
| 1.01 | OD363908/2025-2026:Providing and laying in position machine batched and machine mixed design mix M- 30 grade
cement concrete for reinforced cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in recommended proportions as
per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing
strength and durability as per direction of Engineer-in-charge. Note : Cement Content
considered in this item is @340kg/cum. All work up to plinth level
Note: Excess or less cement used as per mix design is not payable or recoverable separately | 77.8 | cum | 8,500 ₹6,61,308.5 | 9,739.8 ₹7,57,766.18 | 9,900 ₹7,70,229.9 | 9,300 ₹7,23,549.3 | 9,085.5 ₹7,06,860.99 | 11,000 ₹8,55,811 | 9,600 ₹7,46,889.6 | 9,900 ₹7,70,229.9 | 12,000 ₹9,33,612 | 7,905.7 ₹6,15,071.37 Lowest |
| 1.01 | OD363911/2025-2026:Laterate masonry with neatly dressed laterate stones of size 35X20X20 or nearest size in cement mortar 1:6 up to plinth level including all cost of material and labour charges etc complete | 54.59 | cum | 7,000 ₹3,82,158 | 6,805.8 ₹3,71,555.85 | 6,650 ₹3,63,050.1 | 6,000 ₹3,27,564 | 6,218.3 ₹3,39,481.87 | 6,000 ₹3,27,564 | 6,200 ₹3,38,482.8 | 7,400 ₹4,03,995.6 | 7,500 ₹4,09,455 | 5,410.8 ₹2,95,397.22 Lowest |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 72.79 | cum | 7,000 ₹5,09,544 | 6,620.3 ₹4,81,904.88 | 6,650 ₹4,84,066.8 | 6,000 ₹4,36,752 | 6,222.8 ₹4,52,970.06 | 6,500 ₹4,73,148 | 6,220 ₹4,52,766.24 | 6,900 ₹5,02,264.8 | 7,500 ₹5,45,940 | 5,414.7 ₹3,94,146.84 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 788.63 | sqm | 350 ₹2,76,021.9 | 325.6 ₹2,56,779.23 | 270 ₹2,12,931.18 | 290 ₹2,28,703.86 | 306 ₹2,41,322 | 300 ₹2,36,590.2 | 310 ₹2,44,476.54 | 320 ₹2,52,362.88 | 400 ₹3,15,453.6 | 266.27 ₹2,09,989.58 Lowest |
Tender Value
₹94.4 L
EMD Value
₹50,000
Closing Date
7 Aug 2026, 3:00 pmClosed
Superintending Engineer
Buildings North Circle PWD Complex Kozhikode
Construction of connection bridge
2026_PWD_863320_1
PWD/BLDG/TR/5154/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
360 days
Medical college Kozhikode
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
11 Aug 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Connection Bridge | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.4 | cum | - | - |
| 1.002 | 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. | 0.4 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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 | 1 | kilogram | - | - |
| 1.006 | OD363908/2025-2026:Providing and laying in position machine batched and machine mixed design mix M- 30 grade
cement concrete for reinforced cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in recommended proportions as
per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing
strength and durability as per direction of Engineer-in-charge. Note : Cement Content
considered in this item is @340kg/cum. All work up to plinth level
Note: Excess or less cement used as per mix design is not payable or recoverable separately | 0.4 | cum | - | - |
| 1.007 | OD363911/2025-2026:Laterate masonry with neatly dressed laterate stones of size 35X20X20 or nearest size in cement mortar 1:6 up to plinth level including all cost of material and labour charges etc complete | - | cum | - | - |
| 1.008 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 0.8 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.6 | sqm | - | - |
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