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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.3 LAccepted-AOC | ₹77.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹77.4 L+₹12,940.22 (0.17%)Rejected-AOC | ₹77.4 L+₹12,940.22 (0.17%) | L2 | Rejected-AOC L2 |
| 3 | L3₹77.5 L+₹20,222.35 (0.26%)Rejected-AOC | ₹77.5 L+₹20,222.35 (0.26%) | L3 | Rejected-AOC L3 |
| 4 | L4₹79.6 L+₹2.3 L (3.01%)Rejected-AOC | ₹79.6 L+₹2.3 L (3.01%) | L4 | Rejected-AOC L4 |
| 5 | L5₹92.8 L+₹15.5 L (20.1%)Rejected-AOC KERALA KL | ₹92.8 L+₹15.5 L (20.1%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | WILSON V L1 | IRSHAD C.A L2 | SEETHALAKSHMI V L3 | NOWSHAD ABDUL MAJEED L4 | AHAMAD MASHOOD K L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Kala Library | ||||||||
| 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 | 81 | sqm | 18.14 ₹1,469.34 | 18.19 ₹1,473.39 | 18 ₹1,458 Lowest | 18.68 ₹1,513.08 | 21.77 ₹1,763.37 |
| 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 | 18.65 | cum | 358.64 ₹6,687.2 Lowest | 359.72 ₹6,707.34 | 359.72 ₹6,707.34 | 369.43 ₹6,888.39 | 430.55 ₹8,028.04 |
| 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) | 5.59 | cum | 7,909.09 ₹44,219.72 Lowest | 7,932.89 ₹44,352.79 | 7,932.89 ₹44,352.79 | 8,147.08 ₹45,550.32 | 9,494.88 ₹53,085.87 |
| 1.00 | OD110732/2025-2026:
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 or less cement used as per design mix is not payable or recoverable separately.All work upto plinth level | 9.13 | cum | 10,856.9 ₹99,080.07 Lowest | 10,889.57 ₹99,378.22 | 10,889.57 ₹99,378.22 | 11,183.59 ₹1,02,061.44 | 13,033.73 ₹1,18,945.82 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 4.62 | cum | 8,339.48 ₹38,503.38 Lowest | 8,365.57 ₹38,623.84 | 8,364.57 ₹38,619.22 | 8,590.41 ₹39,661.92 | 10,012.75 ₹46,228.87 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 30.78 | sqm | 385 ₹11,850.3 Lowest | 386.16 ₹11,886 | 386.16 ₹11,886 | 396.59 ₹12,207.04 | 462.19 ₹14,226.21 |
| 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 | 40.68 | sqm | 385 ₹15,661.8 Lowest | 386.16 ₹15,708.99 | 386.16 ₹15,708.99 | 396.59 ₹16,133.28 | 462.19 ₹18,801.89 |
| 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. | 15.09 | cum | 317.51 ₹4,792.18 Lowest | 318.47 ₹4,806.67 | 318.47 ₹4,806.67 | 327.07 ₹4,936.47 | 381.18 ₹5,753.15 |
| 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 | 912.6 | kilogram | 112.09 ₹1,02,293.33 | 110 ₹1,00,386 Lowest | 112 ₹1,02,211.2 | 115.47 ₹1,05,377.92 | 134.57 ₹1,22,808.58 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
15 Jul 2026, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer PWD Buildings Division Alappuzha
GENERAL Budget 2025 26 Project to transform various libraries in Kayamkulam LAC to HI TECH Libraries Libraries General Civil Work re tender
2026_PWD_828011_6
PWD/BLDG/TR/14515/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Alappuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
15 Sept 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
15 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kala Library | |||||
| 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 | 2.8.1: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 | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD110732/2025-2026:
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 or less cement used as per design mix is not payable or recoverable separately.All work upto plinth level | 1 | cum | - | - |
| 1.005 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 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 | 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. | 1 | cum | - | - |
| 1.009 | 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 | - | kilogram | - | - |
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