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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC Agreement executed and work awarded |
| 2 | L2₹2.1 Cr+₹1.3 L (0.61%)Rejected-AOC | ₹2.1 Cr+₹1.3 L (0.61%) | L2 | Rejected-AOC Agreement executed and work awarded |
| 3 | L3₹2.1 Cr+₹2.8 L (1.33%)Rejected-Finance | ₹2.1 Cr+₹2.8 L (1.33%) | L3 | Rejected-Finance Lowest bid accepted |
| 4 | L4₹2.1 Cr+₹3.4 L (1.64%)Rejected-Finance | ₹2.1 Cr+₹3.4 L (1.64%) | L4 | Rejected-Finance Lowest bid accepted |
| 5 | L5₹2.1 Cr+₹4.4 L (2.14%)Rejected-Finance | ₹2.1 Cr+₹4.4 L (2.14%) | L5 | Rejected-Finance Lowest bid accepted |
| Sl No | Description | Qty | Unit | A.K.VARUN L8 | NAUSHAD M M L5 | K K CONSTRUCTIONS L4 | ME SHUHAIB L7 | Mountcarve Projects LLP L3 | TECTONICS ENGINEERING PROJECTS L9 | ZM INFRAPROJECTS L2 | NISHADALI V.M. L10 | Aswin M L6 | Santhosh Kumar K.V. L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | |||||||||||||
| 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 | 1,145.36 | cum | 400 ₹4,58,143.6 | 280 ₹3,20,700.52 | 276.22 ₹3,16,371.06 | 287.46 ₹3,29,244.9 | 222 ₹2,54,269.7 Lowest | 298 ₹3,41,316.98 | 273.41 ₹3,13,152.6 | 400 ₹4,58,143.6 | 264 ₹3,02,374.78 | 300 ₹3,43,607.7 |
| 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 | 148.33 | cum | 200 ₹29,666.4 | 120 ₹17,799.84 | 100.6 ₹14,922.2 | 104.7 ₹15,530.36 | 69 ₹10,234.91 Lowest | 109 ₹16,168.19 | 99.58 ₹14,770.9 | 400 ₹59,332.8 | 108 ₹16,019.86 | 120 ₹17,799.84 |
| 1.00 | OD44062/2026-2027:Providing sand pile at 45 cm c/c including driving GI pipes of 100 mm dia with bottom end closed and sharped for driving easily to the required depth and then gently pulling out the pipe forming a hole in the ground and filling the hole with a mixture of contractors own 6 mm broken stone and good quality course sand in the proportion 1:1 and compacting well etc. complete as per directed by the engineer in charge. | 90 | metre | 3,000 ₹2,70,000 | 148 ₹13,320 | 124.48 ₹11,203.2 | 129.55 ₹11,659.5 | 150 ₹13,500 | 135 ₹12,150 | 123.22 ₹11,089.8 Lowest | 150 ₹13,500 | 145 ₹13,050 | 148 ₹13,320 |
| 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) | 116.69 | cum | 7,000 ₹8,16,837 | 6,000 ₹7,00,146 | 6,091.52 ₹7,10,825.56 | 6,339.26 ₹7,39,734.59 | 6,450 ₹7,52,656.95 | 6,630 ₹7,73,661.33 | 6,029.59 ₹7,03,598.89 | 7,250 ₹8,46,009.75 | 6,200 ₹7,23,484.2 | 5,900 ₹6,88,476.9 Lowest |
| 1.00 | OD328958/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30grade 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 @ 340 kg/ cum.Excess cement content as per mix design is not payable & less usage of cement is recoverable All work upto plinth level | 460.53 | cum | 9,500 ₹43,75,006.5 | 8,500 ₹39,14,479.5 | 8,190 ₹37,71,716.13 | 8,523.08 ₹39,25,108.46 | 8,430 ₹38,82,242.61 | 9,307 ₹42,86,124.79 | 8,106.72 ₹37,33,363.44 Lowest | 9,300 ₹42,82,901.1 | 8,890 ₹40,94,085.03 | 9,000 ₹41,44,743 |
| 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 | 70,545.2 | kilogram | 89 ₹62,78,522.8 | 85 ₹59,96,342 | 86.32 ₹60,89,461.66 | 89.84 ₹63,37,780.77 | 87 ₹61,37,432.4 | 95 ₹67,01,794 | 85.45 ₹60,28,087.34 | 91 ₹64,19,613.2 | 84.8 ₹59,82,232.96 | 79 ₹55,73,070.8 Lowest |
| 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 | 196.44 | sqm | 500 ₹98,220 | 350 ₹68,754 | 296.52 ₹58,248.39 | 308.58 ₹60,617.46 | 330 ₹64,825.2 | 320 ₹62,860.8 | 293.51 ₹57,657.1 Lowest | 700 ₹1,37,508 | 330 ₹64,825.2 | 300 ₹58,932 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 392.7 | sqm | 800 ₹3,14,162.4 | 900 ₹3,53,432.7 | 774.44 ₹3,04,124.91 | 805.94 ₹3,16,495.06 | 780 ₹3,06,308.34 | 834 ₹3,27,514.3 | 766.57 ₹3,01,034.34 | 760 ₹2,98,454.28 | 800 ₹3,14,162.4 | 750 ₹2,94,527.25 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 920.02 | sqm | 800 ₹7,36,018.4 | 650 ₹5,98,014.95 | 585.8 ₹5,38,949.47 | 609.63 ₹5,60,873.62 | 708 ₹6,51,376.28 | 631 ₹5,80,534.51 | 579.85 ₹5,33,475.34 Lowest | 880 ₹8,09,620.24 | 610 ₹5,61,214.03 | 595 ₹5,47,413.69 |
Tender Value
₹2.5 Cr
EMD Value
₹1 L
Closing Date
29 Jul 2026, 3:00 pmClosed
Superintending Engineer
Buildings North Circle PWD Complex Kozhikode
Construction
2026_PWD_861402_1
PWD/BLDG/4390/2026-2027
Open Tender
Civil Works - Buildings
Item Rate
540 days
Koduvally
Please refer Tender documents.
10 documents required · 10 mandatory
₹8,270
Yes
₹1 L
Yes
7 Sept 2026
18 Jul 2026
31 Jul 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 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 | 0.6 | 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 | 0.8 | cum | - | - |
| 1.003 | OD44062/2026-2027:Providing sand pile at 45 cm c/c including driving GI pipes of 100 mm dia with bottom end closed and sharped for driving easily to the required depth and then gently pulling out the pipe forming a hole in the ground and filling the hole with a mixture of contractors own 6 mm broken stone and good quality course sand in the proportion 1:1 and compacting well etc. complete as per directed by the engineer in charge. | - | metre | - | - |
| 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) | 0.4 | cum | - | - |
| 1.005 | OD328958/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30grade 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 @ 340 kg/ cum.Excess cement content as per mix design is not payable & less usage of cement is recoverable All work upto plinth level | 0.8 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.2 | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
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