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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 CrAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹3.0 Cr+₹1.1 L (0.35%)Accepted-Finance | 2 | Accepted-Finance L2 | |
| 3 | 3₹3.1 Cr+₹4.2 L (1.41%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹3.1 Cr+₹11.4 L (3.77%)Rejected-Finance | 4 | Rejected-Finance L4 | |
| 5 | 5₹3.2 Cr+₹15.9 L (5.29%)Rejected-Finance | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MOHAMMED AHNAS B L2 | K MAJEED L5 | C.NARAYANAN L1 | P.K.BALAN L4 | T P PRAKASHAN L3 | Ajeendran Alakkandy L8 | A.K.VARUN L6 | ASSMAS CONSTRUCTIONS PVT LTD L9 | JOSEMON MATHEW L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building | ||||||||||||
| 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 | 2,800 | sqm | 14 ₹39,200 | 13.92 ₹38,976 | 13 ₹36,400 | 12 ₹33,600 Lowest | 12.72 ₹35,616 | 15.56 ₹43,568 | 15 ₹42,000 | 17 ₹47,600 | 16 ₹44,800 |
| 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 | 3,742.28 | cum | 192 ₹7,18,517.57 | 197.2 ₹7,37,977.42 | 187 ₹6,99,806.17 | 174 ₹6,51,156.55 Lowest | 189.93 ₹7,10,771.05 | 220.49 ₹8,25,135.1 | 230 ₹8,60,724.17 | 240 ₹8,98,146.96 | 240 ₹8,98,146.96 |
| 1.00 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 2,663.5 | cum | 970 ₹25,83,595 | 1,136.6 ₹30,27,334.1 | 1,079 ₹28,73,916.5 | 750 ₹19,97,625 Lowest | 1,094.88 ₹29,16,212.88 | 1,271.1 ₹33,85,574.85 | 1,210 ₹32,22,835 | 1,380 ₹36,75,630 | 1,380 ₹36,75,630 |
| 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 | 3,453.5 | cum | 106 ₹3,66,070.79 | 100.3 ₹3,46,385.85 | 95 ₹3,28,082.31 Lowest | 95 ₹3,28,082.31 Lowest | 96.59 ₹3,33,573.37 | 112.13 ₹3,87,240.73 | 110 ₹3,79,884.78 | 115 ₹3,97,152.27 | 122 ₹4,21,326.76 |
| 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) | 120.72 | cum | 6,441 ₹7,77,557.52 | 6,071.3 ₹7,32,927.34 | 5,766 ₹6,96,071.52 | 5,540 ₹6,68,788.8 Lowest | 5,848.44 ₹7,06,023.68 | 6,789.5 ₹8,19,628.44 | 6,800 ₹8,20,896 | 7,000 ₹8,45,040 | 7,400 ₹8,93,328 |
| 1.01 | OD346761/2025-2026: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,. min cement content 340kg/m3 & excess/less cement not payable of recoverable. All work up to plinth level | 1,335.3 | cum | 8,914 ₹1,19,02,864.2 | 8,402.1 ₹1,12,19,324.13 | 7,950 ₹1,06,15,635 Lowest | 8,600 ₹1,14,83,580 | 8,093.66 ₹1,08,07,464.2 | 9,395.98 ₹1,25,46,452.09 | 8,600 ₹1,14,83,580 | 9,300 ₹1,24,18,290 | 9,000 ₹1,20,17,700 |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 35.19 | cum | 6,210 ₹2,18,542.32 Lowest | 8,487.4 ₹2,98,688.58 | 8,061 ₹2,83,682.71 | 6,860 ₹2,41,417.12 | 8,175.84 ₹2,87,724.16 | 9,491.38 ₹3,34,020.64 | 7,500 ₹2,63,940 | 9,400 ₹3,30,804.8 | 9,800 ₹3,44,881.6 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1,496 | sqm | 681 ₹10,18,776 | 642.6 ₹9,61,329.6 | 610 ₹9,12,560 | 583 ₹8,72,168 Lowest | 618.99 ₹9,26,009.04 | 718.58 ₹10,74,995.68 | 650 ₹9,72,400 | 707 ₹10,57,672 | 780 ₹11,66,880 |
| 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 | 1,104.88 | sqm | 313 ₹3,45,829.01 | 295.55 ₹3,26,548.76 | 281 ₹3,10,472.69 | 272 ₹3,00,528.72 Lowest | 284.69 ₹3,14,549.71 | 330.49 ₹3,65,153.44 | 350 ₹3,86,709.75 | 325 ₹3,59,087.63 | 360 ₹3,97,758.6 |
Tender Value
₹3.9 Cr
EMD Value
₹1 L
Closing Date
19 Sept 2026, 3:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812
Three-storied RCC framed structure
2026_PWD_868478_1
PWD/BLDG/TR/4454/2026
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kannur
Please refer Tender documents.
11 documents required · 11 mandatory
₹8,270
Yes
₹1 L
Yes
6 Oct 2026
8 Sept 2026
23 Sept 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 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 | 2,800 | 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 | 3,742.28 | cum | - | - |
| 1.003 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 2,663.5 | cum | - | - |
| 1.004 | 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 | 3,453.5 | 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) | 120.72 | cum | - | - |
| 1.006 | OD346761/2025-2026: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,. min cement content 340kg/m3 & excess/less cement not payable of recoverable. All work up to plinth level | 1,335.3 | cum | - | - |
| 1.007 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 35.19 | cum | - | - |
| 1.008 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1,496 | sqm | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1,104.89 | sqm | - | - |
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