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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance NOT AVAILABLE | ₹2.9 L | L1 | Accepted-Finance accepted |
| Sl No | Description | Qty | Unit | Cods Constructions L1 |
|---|---|---|---|---|
| 1.00Construction of a Pump House | ||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 10.25 | cum | 1,197.33 ₹12,276.22 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 2.99 | cum | 2,129.84 ₹6,372.48 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.93 | cum | 3,671.89 ₹3,414.86 |
| 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 | 184.5 | sqm | 18.19 ₹3,356.06 |
| 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 | 14.99 | cum | 257.63 ₹3,862.90 |
| 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) | 1.7 | cum | 7,932.89 ₹13,462.11 |
| 1.01 | OD148791/2025-2026:Dry rubble masonry for foundation and superstructure of Retaining wall including cost and conveyance of materials and labour charges Etc complete. | 3.3 | cum | 4,282.18 ₹14,131.19 |
| 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) | 1.49 | cum | 8,343.49 ₹12,390.08 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 9.19 | cum | 6,831.14 ₹62,750.85 |
Updated dates
Tender Value
₹2.9 L
EMD Value
₹7,157
Closing Date
25 May 2026, 3:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Buildings Sub Division, Thodupuzha.
The proposed work includes the demolition of the existing dilapidated pump house and construction of a new structure with an RCC roof slab along with the provision of a solid block parapet wall around the existing well and other allied works
2026_PWD_832825_4
14/AEE/e-tender/tdpa/2025-26
Open Tender
Civil Works - Buildings
90 days
Muttom Thodupuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹635
Yes
₹7,157
Yes
23 Jun 2026
13 May 2026
27 May 2026
13 May 2026
25 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of a Pump House | ||||||
| 1.001 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD148791/2025-2026:Dry rubble masonry for foundation and superstructure of Retaining wall including cost and conveyance of materials and labour charges Etc complete. | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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