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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹76.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹77.3 L+₹35,877.92 (0.47%)Admitted-Fee/PreQual/Technical/Finance | ₹77.3 L+₹35,877.92 (0.47%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹78.2 L+₹1.3 L (1.71%)Admitted-Fee/PreQual/Technical/Finance | ₹78.2 L+₹1.3 L (1.71%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹78.7 L+₹1.8 L (2.29%)Admitted-Fee/PreQual/Technical/Finance | ₹78.7 L+₹1.8 L (2.29%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹79.0 L+₹2.1 L (2.71%)Admitted-Fee/PreQual/Technical/Finance | ₹79.0 L+₹2.1 L (2.71%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Krishnakumar K K L3 | Muhammed Musthafa M L9 | M.V.SAKKEER HUSSAIN L5 | VISHNUJITH.M L6 | MUHAMMED SHAFI P.A. L7 | SHAREEF C A L1 | MOHAMMED SHUHAIL B A L2 | VARUN MENON L4 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L8 | NIZAR A L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||||||||||
| 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 | 187.38 | cum | 290.65 ₹54,460.54 | 304.32 ₹57,021.96 | 205 ₹38,411.88 Lowest | 294.96 ₹55,268.13 | 296.98 ₹55,646.63 | 286.64 ₹53,709.17 | 287.09 ₹53,793.49 | 290 ₹54,338.75 | 220 ₹41,222.5 | 320.94 ₹60,136.13 |
| 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 | 44.96 | cum | 105.86 ₹4,759.47 | 110.84 ₹4,983.37 | 100 ₹4,496 | 107.44 ₹4,830.5 | 108.17 ₹4,863.32 | 104.4 ₹4,693.82 | 104.57 ₹4,701.47 | 105 ₹4,720.8 | 98 ₹4,406.08 Lowest | 117.11 ₹5,265.27 |
| 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) | 24.87 | cum | 6,409.77 ₹1,59,404.57 | 6,711.22 ₹1,66,901.33 | 6,400 ₹1,59,161.6 | 6,504.97 ₹1,61,772.1 | 6,549.39 ₹1,62,876.78 | 6,321.32 ₹1,57,204.91 Lowest | 6,331.24 ₹1,57,451.61 | 6,450 ₹1,60,405.05 | 7,800 ₹1,93,978.2 | 7,091.2 ₹1,76,351.05 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 11.08 | cum | 6,741.53 ₹74,682.67 | 7,058.59 ₹78,195.06 | 6,500 ₹72,007 Lowest | 6,841.66 ₹75,791.91 | 6,888.38 ₹76,309.47 | 6,648.51 ₹73,652.19 | 6,658.94 ₹73,767.74 | 6,850 ₹75,884.3 | 6,600 ₹73,114.8 | 7,458.64 ₹82,626.81 |
| 1.00 | OD346841/2025-2026: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 mix design is not payable but less cement used as per design mix is recoverable. All works upto plinth level | 60.94 | cum | 8,798.77 ₹5,36,153.05 | 9,212.57 ₹5,61,367.95 | 9,000 ₹5,48,415 | 8,929.45 ₹5,44,116.04 | 8,990.42 ₹5,47,831.24 | 8,677.35 ₹5,28,754.32 Lowest | 8,690.97 ₹5,29,584.26 | 8,900 ₹5,42,321.5 | 9,460 ₹5,76,445.1 | 9,734.76 ₹5,93,187.6 |
| 1.01 | OD346840/2025-2026: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 mix design is not payable but less cement used as per design mix is recoverable. All work above plinth level upto floor V level | 106.91 | cum | 10,442.64 ₹11,16,370.43 | 10,933.75 ₹11,68,872.54 | 10,500 ₹11,22,502.5 | 10,597.73 ₹11,32,950.33 | 10,670.1 ₹11,40,687.04 | 10,298.54 ₹11,00,965.42 Lowest | 10,314.69 ₹11,02,691.93 | 10,500 ₹11,22,502.5 | 10,600 ₹11,33,193 | 11,554.05 ₹12,35,185.72 |
| 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 | 148.16 | sqm | 312.01 ₹46,227.4 | 326.69 ₹48,402.39 | 310 ₹45,929.6 | 316.65 ₹46,914.86 | 318.81 ₹47,234.89 | 307.71 ₹45,590.31 | 308.19 ₹45,661.43 | 314 ₹46,522.24 | 298 ₹44,151.68 Lowest | 345.08 ₹51,127.05 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 365.5 | sqm | 776.68 ₹2,83,873.43 | 813.2 ₹2,97,221.35 | 750 ₹2,74,122 Lowest | 788.22 ₹2,88,091.26 | 793.59 ₹2,90,053.97 | 765.96 ₹2,79,955.32 | 767.17 ₹2,80,397.57 | 780 ₹2,85,086.88 | 772 ₹2,82,162.91 | 859.34 ₹3,14,085.33 |
| 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 | 160.12 | metre | 184.32 ₹29,513.32 | 192.99 ₹30,901.56 | 200 ₹32,024 | 187.07 ₹29,953.65 | 188.34 ₹30,157 | 181.79 ₹29,108.21 Lowest | 182.07 ₹29,153.05 | 185 ₹29,622.2 | 190.21 ₹30,456.43 | 203.83 ₹32,637.26 |
Tender Value
₹96.8 L
EMD Value
₹50,000
Closing Date
31 Jul 2026, 3:00 pmClosed
Superintending Engineer,PWD Buildings North Circle
PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812
GENERAL SNGLPS PERUMUDIYUR Construction of classrooms General Civil Work
2026_PWD_862192_1
PWD/BLDG/TR/4456/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Palakkad
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
10 Aug 2026
23 Jul 2026
3 Aug 2026
23 Jul 2026
31 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 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 | - | 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 | - | 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 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.005 | OD346841/2025-2026: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 mix design is not payable but less cement used as per design mix is recoverable. All works upto plinth level | - | cum | - | - |
| 1.006 | OD346840/2025-2026: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 mix design is not payable but less cement used as per design mix is recoverable. All work above plinth level upto floor V level | - | 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 | 1 | 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 | 0.4 | 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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