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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹63.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹65.1 L+₹1.2 L (1.83%)Admitted-Fee/PreQual/Technical/Finance THONIPALLAM HOUSE THEKKEDESAM POST NALLEPILLY PALAKKAD 678 553 | PALAKKAD | KERALA | 678553 | ₹65.1 L+₹1.2 L (1.83%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹65.5 L+₹1.6 L (2.52%)Admitted-Fee/PreQual/Technical/Finance | ₹65.5 L+₹1.6 L (2.52%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹68.2 L+₹4.3 L (6.70%)Admitted-Fee/PreQual/Technical/Finance | ₹68.2 L+₹4.3 L (6.70%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹70.3 L+₹6.5 L (10.1%)Admitted-Fee/PreQual/Technical/Finance | ₹70.3 L+₹6.5 L (10.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A.SURESH L2 | T.T.MATHEW L3 | Vijaykumar P L4 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L5 | PRABHAKARAN.K L7 | HM CONSTRUCTION COMPANY L6 | VARUN MENON L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 300 | sqm | 9 ₹2,700 | 7.42 ₹2,226 | 7 ₹2,100 Lowest | 8.01 ₹2,403 | 8.34 ₹2,502 | 8.3 ₹2,490 | 7.27 ₹2,181 |
| 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 | 224.24 | cum | 270 ₹60,543.99 Lowest | 300 ₹67,271.1 | 300 ₹67,271.1 | 311.01 ₹69,739.95 | 323.75 ₹72,596.73 | 321.95 ₹72,193.1 | 282 ₹63,234.83 |
| 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 | 53.55 | cum | 120 ₹6,425.4 | 120 ₹6,425.4 | 110 ₹5,889.95 | 113.28 ₹6,065.58 | 117.92 ₹6,314.03 | 117.91 ₹6,313.49 | 102 ₹5,461.59 Lowest |
| 1.00 | OD72732/2025-2026: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. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work up to plinth level | 66.93 | cum | 9,500 ₹6,35,797 | 8,900 ₹5,95,641.4 | 9,100 ₹6,09,026.6 | 9,568.61 ₹6,40,388.79 | 9,960.38 ₹6,66,608.39 | 9,770.73 ₹6,53,915.88 | 8,700 ₹5,82,256.2 Lowest |
| 1.00 | OD72735/2025-2026: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. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work above plinth level upto floor V level | 70 | cum | 11,000 ₹7,70,000 | 10,000 ₹7,00,000 Lowest | 11,000 ₹7,70,000 | 11,327.63 ₹7,92,934.1 | 11,791.43 ₹8,25,400.1 | 11,570 ₹8,09,900 | 10,450 ₹7,31,500 |
| 1.01 | 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) | 39.82 | cum | 7,000 ₹2,78,712 | 7,000 ₹2,78,712 | 6,650 ₹2,64,776.4 | 6,858.78 ₹2,73,089.18 | 7,139.6 ₹2,84,270.31 | 7,139.6 ₹2,84,270.31 | 6,200 ₹2,46,859.2 Lowest |
| 1.01 | 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) | 11.81 | cum | 7,000 ₹82,670 | 6,674.79 ₹78,829.27 | 7,000 ₹82,670 | 7,213.78 ₹85,194.74 | 7,509.14 ₹88,682.94 | 7,467.42 ₹88,190.23 | 6,600 ₹77,946 Lowest |
| 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. | 242.49 | cum | 300 ₹72,746.1 | 254.78 ₹61,780.84 | 260 ₹63,046.62 | 275.35 ₹66,768.8 | 286.62 ₹69,501.62 | 285.03 ₹69,116.07 | 250 ₹60,621.75 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 50 | cum | 700 ₹35,000 | 583.51 ₹29,175.5 | 619 ₹30,950 | 630.63 ₹31,531.5 | 656.45 ₹32,822.5 | 652.8 ₹32,640 | 570 ₹28,500 Lowest |
Tender Value
₹81.4 L
EMD Value
₹50,000
Closing Date
17 Aug 2026, 4:30 pmClosed
Executive Engineer
PWD Buildings Division Palakkad
GF and FF framed structure with raft footing. This includes 3 classrooms on the ground floor and 1 on the first floor, along with a stair head room and a sheeted roof on the rooftop, which will function as a conference hall for small gatherings
2026_PWD_864368_1
PWD/BLDG/TR/4546/2025_5_1_1/2
Open Tender
Civil Works - Buildings
Item Rate
365 days
Chittur
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
2 Sept 2026
5 Aug 2026
20 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.002 | 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 | 0.8 | 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 | OD72732/2025-2026: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. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work up to plinth level | 0.4 | cum | - | - |
| 1.005 | OD72735/2025-2026: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. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work above plinth level upto floor V level | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 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. | 0.8 | cum | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | - | cum | - | - |
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