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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAccepted-AOC | ₹34.9 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹37.1 L+₹2.2 L (6.30%)Rejected-AOC MAH COMPOUND CHENGALA P O KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671541 | ₹37.1 L+₹2.2 L (6.30%) | L2 | Rejected-AOC L2 |
| 3 | L3₹38.5 L+₹3.6 L (10.3%)Rejected-AOC | ₹38.5 L+₹3.6 L (10.3%) | L3 | Rejected-AOC L3 |
| 4 | L4₹39.0 L+₹4.1 L (11.7%)Rejected-AOC | ₹39.0 L+₹4.1 L (11.7%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Sreekumar C K L1 | G.RAMACHANDRAN L3 | Mohammed Sunaif L2 | MOHAMMED SHUHAIL B A L4 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Building (GF & Stair) | |||||||
| 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 | 11.07 | cum | 302 ₹3,343.14 Lowest | 333.82 ₹3,695.39 | 321.77 ₹3,561.99 | 338.17 ₹3,743.54 |
| 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 | 137.86 | cum | 216 ₹29,778.19 Lowest | 239.08 ₹32,960.05 | 230.45 ₹31,770.3 | 242.2 ₹33,390.18 |
| 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 | 22.98 | cum | 110 ₹2,527.47 Lowest | 121.59 ₹2,793.77 | 117.2 ₹2,692.9 | 123.17 ₹2,830.08 |
| 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) | 17.64 | cum | 6,679 ₹1,17,797.52 Lowest | 7,361.72 ₹1,29,838.66 | 7,095.97 ₹1,25,151.62 | 7,457.71 ₹1,31,531.63 |
| 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) | 0.77 | cum | 7,025 ₹5,374.13 Lowest | 7,742.76 ₹5,923.21 | 7,463.25 ₹5,709.39 | 7,843.71 ₹6,000.44 |
| 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 | 108.34 | sqm | 325 ₹35,212.13 Lowest | 358.36 ₹38,826.51 | 345.42 ₹37,424.53 | 363.03 ₹39,332.49 |
| 1.01 | OD7237/2026-2027: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 | 28.49 | cum | 9,243 ₹2,63,296.1 Lowest | 10,187.89 ₹2,90,212.23 | 9,820.12 ₹2,79,735.94 | 10,320.73 ₹2,93,996.31 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 70.26 | sqm | 849 ₹59,647.34 Lowest | 935.93 ₹65,754.7 | 902.15 ₹63,381.45 | 948.14 ₹66,612.52 |
| 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. | 180.05 | cum | 268 ₹48,254.47 Lowest | 295.54 ₹53,213.16 | 284.87 ₹51,291.98 | 299.39 ₹53,906.37 |
Tender Value
₹41.5 L
EMD Value
₹50,000
Closing Date
3 Aug 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Palakkad
The proposed HSS building is in RCC framed structure with isolated column/Raft footing, columns, beams, slabs, Solid block masonry super structure, pressed steel doors, Windows and Ventilators, plastering with CM, Vitrified floor tile etc
2026_PWD_862546_1
PWD/BLDG/TR/17135/2022_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
300 days
Palakkad
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
19 Sept 2026
25 Jul 2026
6 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Building (GF & Stair) | |||||
| 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 | 2.6.1: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 | 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 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD7237/2026-2027: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 | - | cum | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.4 | sqm | - | - |
| 1.009 | 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. | 0.6 | cum | - | - |
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