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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L1 | Accepted-Finance Lowest |
| 2 | L2₹1.3 Cr+₹49,258.93 (0.39%)Accepted-Finance | ₹1.3 Cr+₹49,258.93 (0.39%) | L2 | Accepted-Finance second lowest |
| 3 | L3₹1.3 Cr+₹3.8 L (3.01%)Rejected-Finance | ₹1.3 Cr+₹3.8 L (3.01%) | L3 | Rejected-Finance Higher rate quoted |
| 4 | L4₹1.3 Cr+₹4.2 L (3.37%)Rejected-Finance P W D CONTRACTOR REG NO 2A T B CONSTRUCTION | ₹1.3 Cr+₹4.2 L (3.37%) | L4 | Rejected-Finance Higher rate quoted |
| 5 | L5₹1.3 Cr+₹5.0 L (3.98%)Rejected-Finance | ₹1.3 Cr+₹5.0 L (3.98%) | L5 | Rejected-Finance Higher rate quoted |
| Sl No | Description | Qty | Unit | Muhammed Uwais T T L1 | ME SHUHAIB L3 | Balakrishnan Thottiyattil L4 | VISHNU BABU L7 | Velayudhan M L10 | Baseel Latheef N K L6 | HM CONSTRUCTION COMPANY L8 | NOUSHAD C A L2 | AHAMMED KABEER B L5 | K Anil Kumar L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX-A - CIVIL WORK | |||||||||||||
| 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 | 418.11 | cum | 196.4 ₹82,115.82 Lowest | 202.32 ₹84,591 | 202 ₹84,457.21 | 210 ₹87,802.05 | 212 ₹88,638.26 | 210 ₹87,802.05 | 211.79 ₹88,550.46 | 197.21 ₹82,454.49 | 204.24 ₹85,393.77 | 220 ₹91,983.1 |
| 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 | 64.74 | cum | 99.88 ₹6,466.53 Lowest | 102.89 ₹6,661.41 | 103 ₹6,668.53 | 100 ₹6,474.3 | 108 ₹6,992.24 | 105 ₹6,798.02 | 107.7 ₹6,972.82 | 100.29 ₹6,493.08 | 103.87 ₹6,724.86 | 100 ₹6,474.3 |
| 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) | 39.92 | cum | 6,047.8 ₹2,41,458.42 Lowest | 6,229.97 ₹2,48,731.55 | 6,300 ₹2,51,527.5 | 6,800 ₹2,71,490 | 6,557 ₹2,61,788.23 | 6,400 ₹2,55,520 | 6,521.43 ₹2,60,368.09 | 6,072.58 ₹2,42,447.76 | 6,288.99 ₹2,51,087.93 | 6,600 ₹2,63,505 |
| 1.00 | OD184507/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25
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 @ 330 kg/ cum. Excess cement used as per design mix is not
payable. All work up to plinth level (ref;5.33.1) | 121.49 | cum | 8,301.88 ₹10,08,595.4 Lowest | 8,551.94 ₹10,38,975.19 | 8,591 ₹10,43,720.59 | 8,800 ₹10,69,112 | 9,000 ₹10,93,410 | 8,750 ₹10,63,037.5 | 8,835 ₹10,73,364.15 | 8,335.89 ₹10,12,727.28 | 8,632.96 ₹10,48,818.31 | 9,500 ₹11,54,155 |
| 1.00 | OD184503/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including all cost and conveyance etc complete up to plinth | 28.39 | cum | 3,044.5 ₹86,421.18 Lowest | 3,136.2 ₹89,024.17 | 3,150 ₹89,415.9 | 3,400 ₹96,512.4 | 3,300 ₹93,673.8 | 3,150 ₹89,415.9 | 3,282.92 ₹93,188.97 | 3,056.97 ₹86,775.15 | 3,165.91 ₹89,867.52 | 3,500 ₹99,351 |
| 1.01 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 21.24 | cum | 6,216.08 ₹1,32,004.67 Lowest | 6,403.31 ₹1,35,980.69 | 6,433 ₹1,36,611.19 | 7,200 ₹1,52,899.2 | 6,740 ₹1,43,130.64 | 6,500 ₹1,38,034 | 7,773.67 ₹1,65,081.66 | 6,241.54 ₹1,32,545.34 | 6,463.97 ₹1,37,268.87 | 6,800 ₹1,44,404.8 |
| 1.01 | 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. | 388.28 | cum | 242.79 ₹94,270.5 | 250.1 ₹97,108.83 | 250 ₹97,070 | 250 ₹97,070 | 268 ₹1,04,059.04 | 250 ₹97,070 | 261.81 ₹1,01,655.59 | 243.79 ₹94,658.78 | 252.47 ₹98,029.05 | 225 ₹87,363 Lowest |
| 1.01 | OD184508/2025-2026::Providing and laying in position machine batched and machine mixed design mix M-25
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 @ 330 kg/ cum. Excess cement used as per design mix is not
payable . (ref; 5.33.2)All work above plinth level upto floor V level | 153.55 | cum | 9,852.9 ₹15,12,932.5 | 10,149.7 ₹15,58,506.73 | 10,222 ₹15,69,608.54 | 9,500 ₹14,58,744 Lowest | 10,683 ₹16,40,396.02 | 10,300 ₹15,81,585.6 | 10,509 ₹16,13,677.97 | 9,893.28 ₹15,19,132.93 | 10,245.85 ₹15,73,270.76 | 11,000 ₹16,89,072 |
| 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 | 16,813.44 | kilogram | 85.71 ₹14,41,079.94 Lowest | 88.29 ₹14,84,458.62 | 88 ₹14,79,582.72 | 92 ₹15,46,836.48 | 98 ₹16,47,717.12 | 90 ₹15,13,209.6 | 92 ₹15,46,836.48 | 86.06 ₹14,46,964.65 | 89.12 ₹14,98,413.77 | 90 ₹15,13,209.6 |
Tender Value
₹1.5 Cr
EMD Value
₹50,000
Closing Date
18 Aug 2026, 3:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812
RCC framed structure -ground floor and first floor
2026_PWD_864962_1
PWD/BLDG/TR/19421/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Paravanna
Please refer Tender documents.
12 documents required · 12 mandatory
₹5,515
Yes
₹50,000
Yes
3 Sept 2026
10 Aug 2026
20 Aug 2026
10 Aug 2026
18 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX-A - CIVIL WORK | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD184507/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25
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 @ 330 kg/ cum. Excess cement used as per design mix is not
payable. All work up to plinth level (ref;5.33.1) | 1 | cum | - | - |
| 1.005 | OD184503/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including all cost and conveyance etc complete up to plinth | 1 | cum | - | - |
| 1.006 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.007 | 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. | 1 | cum | - | - |
| 1.008 | OD184508/2025-2026::Providing and laying in position machine batched and machine mixed design mix M-25
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 @ 330 kg/ cum. Excess cement used as per design mix is not
payable . (ref; 5.33.2)All work above plinth level upto floor V level | 0.8 | cum | - | - |
| 1.009 | 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 | - | - |
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