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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹8.7 L (6.56%)Rejected-AOC | ₹1.4 Cr+₹8.7 L (6.56%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹12.9 L (9.73%)Rejected-AOC | ₹1.5 Cr+₹12.9 L (9.73%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Vijaykumar P L3 | MOHAMMED MUTHU IBRAHIM L2 | CEEYECH INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00Main building works | ||||||
| 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 | 477.33 | cum | 200 ₹95,466 Lowest | 225.42 ₹1,07,599.73 | 211.54 ₹1,00,974.39 |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 125 | hour | 311.33 ₹38,916.25 | 302.35 ₹37,793.75 | 283.72 ₹35,465 Lowest |
| 1.00 | OD331936/2025-2026:Providing sand pile 300 mm dia and 5m depth driven using MS pipe and compacted with 6 mm metal including cost of all materials and labour charges etc complete | 1,330 | metre | 222 ₹2,95,260 | 225.5 ₹2,99,915 | 211.61 ₹2,81,441.3 Lowest |
| 1.00 | OD331963/2025-2026:
Conducting plate load test on soil and preparation of load settlement curve in accordance with IS 1888-1982 including vertical compression loads on a square plate of size 0.30m x 0.30m x 25mm on the choosen area of soil by means of hydraulic jack reacting against a platform supporting kentledge and dial guages etc complete as per the specification and direction of engineer in charge. | 2 | each | 47,250 ₹94,500 | 20,173.81 ₹40,347.62 | 18,931.1 ₹37,862.2 Lowest |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 149.7 | sqm | 150.15 ₹22,477.46 | 145.82 ₹21,829.25 | 136.84 ₹20,484.95 Lowest |
| 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) | 32.67 | cum | 7,147.53 ₹2,33,502.66 | 6,941.28 ₹2,26,764.68 | 6,513.7 ₹2,12,796.07 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. | 481.6 | cum | 270 ₹1,30,030.65 | 278.65 ₹1,34,196.45 | 261.5 ₹1,25,937.09 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 | 28.99 | cum | 657.18 ₹19,050.33 | 638.21 ₹18,500.43 | 598.9 ₹17,360.91 Lowest |
| 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. | 57.2 | sqm | 756.48 ₹43,270.66 | 734.66 ₹42,022.55 | 689.4 ₹39,433.68 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
10 Jun 2026, 11:30 amClosed
Superintending Engineer, PWD BCC Thrissur
Superintending Engineer, PWD Building Central Circle Thrissur
Earth work in excavation, Close timbering in trenches, Filling earth, cement concrete , Centering and shuttering, machine batched and machine mixed design mix M25 grade, Steel reinforcement, Solid block masonry,etc
2026_PWD_853008_1
PWD/BLDG/TR/4006/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
510 days
Chavakkad
Please refer Tender documents.
12 documents required · 12 mandatory
₹6,508
Yes
₹50,000
Yes
15 Sept 2026
30 May 2026
12 Jun 2026
30 May 2026
10 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Main building works | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.003 | OD331936/2025-2026:Providing sand pile 300 mm dia and 5m depth driven using MS pipe and compacted with 6 mm metal including cost of all materials and labour charges etc complete | - | metre | - | - |
| 1.004 | OD331963/2025-2026:
Conducting plate load test on soil and preparation of load settlement curve in accordance with IS 1888-1982 including vertical compression loads on a square plate of size 0.30m x 0.30m x 25mm on the choosen area of soil by means of hydraulic jack reacting against a platform supporting kentledge and dial guages etc complete as per the specification and direction of engineer in charge. | - | each | - | - |
| 1.005 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 1 | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.007 | 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. | - | cum | - | - |
| 1.008 | 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 | 1 | cum | - | - |
| 1.009 | 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. | - | sqm | - | - |
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