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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.5 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.6 Cr+₹7.3 L (2.93%)Admitted-Fee/PreQual/Technical/Finance | ₹2.6 Cr+₹7.3 L (2.93%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.6 Cr+₹8.2 L (3.29%)Admitted-Fee/PreQual/Technical/Finance | ₹2.6 Cr+₹8.2 L (3.29%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.6 Cr+₹8.2 L (3.31%)Admitted-Fee/PreQual/Technical/Finance DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | ₹2.6 Cr+₹8.2 L (3.31%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹2.6 Cr+₹9.2 L (3.70%)Admitted-Fee/PreQual/Technical/Finance | ₹2.6 Cr+₹9.2 L (3.70%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KARUTHEDATH CONSTRUCTIONS L7 | V ABDUL AZEEZ L11 | AK.DINESHAN L6 | TECTONICS ENGINEERING PROJECTS L4 | K K CONSTRUCTIONS L3 | AK BABU L10 | NAUSHAD M M L1 | K MAJEED L8 | Mountcarve Projects LLP L2 | HM CONSTRUCTION COMPANY L9 | ZM INFRAPROJECTS L5 | NISHADALI V.M. L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00BUILDING WORKS | |||||||||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 1,200 | sqm | 11 ₹13,200 Lowest | 20 ₹24,000 | 25 ₹30,000 | 15.1 ₹18,120 | 12 ₹14,400 | 13 ₹15,600 | 13.06 ₹15,672 | 14.35 ₹17,220 | 15 ₹18,000 | 14.5 ₹17,400 | 13.54 ₹16,248 | 16.5 ₹19,800 |
| 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 | 3,876.93 | cum | 182 ₹7,05,601.26 | 300 ₹11,63,079 | 250 ₹9,69,232.5 | 200 ₹7,75,386 | 170 ₹6,59,078.1 Lowest | 229 ₹8,87,816.97 | 185.07 ₹7,17,503.44 | 203.5 ₹7,88,955.26 | 216 ₹8,37,416.88 | 198.77 ₹7,70,617.38 | 191.91 ₹7,44,021.64 | 400 ₹15,50,772 |
| 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 | 2,483.73 | cum | 55 ₹1,36,605.15 | 350 ₹8,69,305.5 | 100 ₹2,48,373 | 100 ₹2,48,373 | 95 ₹2,35,954.35 | 120 ₹2,98,047.6 | 94.12 ₹2,33,768.67 | 103.5 ₹2,57,066.06 | 42 ₹1,04,316.66 Lowest | 102.29 ₹2,54,060.74 | 97.6 ₹2,42,412.05 | 150 ₹3,72,559.5 |
| 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. | 176 | cum | 88 ₹15,487.91 Lowest | 400 ₹70,399.6 | 100 ₹17,599.9 | 263 ₹46,287.74 | 240 ₹42,239.76 | 285 ₹50,159.72 | 228.78 ₹40,265.05 | 251.57 ₹44,276.07 | 96 ₹16,895.9 | 253.91 ₹44,687.91 | 237.23 ₹41,752.24 | 200 ₹35,199.8 |
| 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) | 187.2 | cum | 6,236 ₹11,67,379.2 | 7,000 ₹13,10,400 | 6,500 ₹12,16,800 | 6,400 ₹11,98,080 | 6,200 ₹11,60,640 | 7,000 ₹13,10,400 | 5,698.78 ₹10,66,811.62 Lowest | 6,266.4 ₹11,73,070.08 | 6,180 ₹11,56,896 | 6,193.53 ₹11,59,428.82 | 5,909.36 ₹11,06,232.19 | 7,200 ₹13,47,840 |
| 1.01 | OD109549/2023-2024: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 thsi item is @340kg/cum.Excess cement content as per mix design is not payable & less usage of cement is recoverable All work up to plinth level | 971.86 | cum | 8,288 ₹80,54,759.1 | 9,000 ₹87,46,722 | 8,750 ₹85,03,757.5 | 9,150 ₹88,92,500.7 | 8,200 ₹79,69,235.6 | 9,000 ₹87,46,722 | 7,919.76 ₹76,96,882.11 Lowest | 8,708.6 ₹84,63,522.58 | 8,160 ₹79,30,361.28 | 9,176.26 ₹89,18,021.69 | 8,212.4 ₹79,81,286.64 | 10,200 ₹99,12,951.6 |
| 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 | 191.53 | sqm | 442 ₹84,656.26 | 320 ₹61,289.6 | 300 ₹57,459 | 320 ₹61,289.6 | 300 ₹57,459 | 350 ₹67,035.5 | 277.4 ₹53,130.42 Lowest | 305 ₹58,416.65 | 321 ₹61,481.13 | 301.49 ₹57,744.38 | 287.65 ₹55,093.6 | 355 ₹67,993.15 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 312.46 | sqm | 663 ₹2,07,159.65 | 700 ₹2,18,720.6 | 600 ₹1,87,474.8 Lowest | 795 ₹2,48,404.11 | 750 ₹2,34,343.5 | 850 ₹2,65,589.3 | 690.53 ₹2,15,761.62 | 759.3 ₹2,37,249.36 | 609 ₹1,90,286.92 | 750.48 ₹2,34,493.48 | 716.05 ₹2,23,735.55 | 883 ₹2,75,900.41 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 70 | metre | 111 ₹7,770 | 650 ₹45,500 | 100 ₹7,000 Lowest | 189 ₹13,230 | 200 ₹14,000 | 200 ₹14,000 | 163.88 ₹11,471.6 | 180.2 ₹12,614 | 192 ₹13,440 | 178.11 ₹12,467.7 | 169.94 ₹11,895.8 | 210 ₹14,700 |
Tender Value
₹3.2 Cr
EMD Value
₹1 L
Closing Date
17 Aug 2026, 3:00 pmClosed
Superintending Engineer
Buildings North Circle PWD Complex Kozhikode
Construction
2026_PWD_864833_1
PWD BLDG 5497 2026-2027
Open Tender
Civil Works - Buildings
Item Rate
270 days
Thamarassery
Please refer Tender documents.
10 documents required · 10 mandatory
₹8,270
Yes
₹1 L
Yes
1 Sept 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING WORKS | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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. | 0.6 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD109549/2023-2024: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 thsi item is @340kg/cum.Excess cement content as per mix design is not payable & less usage of cement is recoverable All work up to plinth level | 0.2 | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.2 | sqm | - | - |
| 1.009 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
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