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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Fee/PreQual/Technical/Finance PALLIMANCHAYALIL HOUSE PO PADOOR | ALAPPUZHA | KERALA | 686534 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.6 L+₹10,157.05 (1.85%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | FIROS P M L1 | PRATHEESH K K L2 |
|---|---|---|---|---|---|
| 1.00construction | |||||
| 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. | 0.4 | cum | 3,965.64 ₹1,586.26 Lowest | 4,039.08 ₹1,615.63 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.84 | cum | 2,718.28 ₹10,438.2 Lowest | 2,768.62 ₹10,631.5 |
| 1.00 | OD432455/2025-2026: RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.25m height 0.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 18 | metre | 421.36 ₹7,584.48 Lowest | 429.17 ₹7,725.06 |
| 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 | 20 | hour | 373.18 ₹7,463.6 Lowest | 380.09 ₹7,601.8 |
| 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 | 10.24 | cum | 278.24 ₹2,848.62 Lowest | 283.39 ₹2,901.35 |
| 1.01 | 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 | 10.24 | cum | 141.5 ₹1,448.68 Lowest | 144.12 ₹1,475.5 |
| 1.01 | OD237078/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. (As per item 60.7.2) | 6.14 | cum | 3,204.57 ₹19,685.67 Lowest | 3,263.91 ₹20,050.2 |
| 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) | 2.05 | cum | 8,567.52 ₹17,546.28 Lowest | 8,726.18 ₹17,871.22 |
| 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 | 47.61 | sqm | 417.05 ₹19,855.75 Lowest | 424.78 ₹20,223.78 |
Tender Value
₹5.1 L
EMD Value
₹12,694
Closing Date
30 Oct 2026, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Exe Engineer
O/o The Assistant Exe Engineer, LID EW Subdivision
Construction of Sluice in Thekke Konjira- Venkidangu GP- Mullassery BP
2026_LSGD_881304_3
02/2026-27/AEE/LIDEW/MLY
Open Tender
Civil Works - Others
Item Rate
365 days
Mullassery BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,120
Yes
₹12,694
Yes
31 Oct 2026
23 Oct 2026
31 Oct 2026
23 Oct 2026
30 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction | |||||
| 1.001 | 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. | 0.4 | cum | - | - |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.84 | cum | - | - |
| 1.003 | OD432455/2025-2026: RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.25m height 0.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 18 | metre | - | - |
| 1.004 | 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 | 20 | hour | - | - |
| 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 | 10.24 | cum | - | - |
| 1.006 | 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 | 10.24 | cum | - | - |
| 1.007 | OD237078/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. (As per item 60.7.2) | 6.14 | cum | - | - |
| 1.008 | 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) | 2.05 | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 47.61 | sqm | - | - |
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