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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Fee/PreQual/Technical/Finance ERINJAD GRAMA PANCHAYATH | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.9 L+₹1.9 L (13.2%)Admitted-Fee/PreQual/Technical/Finance KERALA KERALA | IDUKKI | KERALA | 685501 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L2 | Ranjith T L1 |
|---|---|---|---|---|---|
| 1.00Thodu Side Protection | |||||
| 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 | 255 | cum | 179.86 ₹45,864.3 | 50 ₹12,750 Lowest |
| 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 | 61.2 | cum | 128.81 ₹7,883.17 | 50 ₹3,060 Lowest |
| 1.00 | OD182398/2026-2027:Earthen Bund Putting up ring bund with earth fill gunny bags of top width
1.0m bottom width 1.50m height 1.20 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 | 1 meter | 1,474.48 ₹26,540.64 | 100 ₹1,800 Lowest |
| 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 | 144 | hour | 172.77 ₹24,878.88 | 100 ₹14,400 Lowest |
| 1.00 | 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. | 316.2 | cum | 159.23 ₹50,348.53 | 100 ₹31,620 Lowest |
| 1.01 | OD182407/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 212.16 | cum | 3,494.05 ₹7,41,297.65 Lowest | 3,873 ₹8,21,695.68 |
| 1.01 | OD182406/2026-2027: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) | 48.96 | cum | 7,450.24 ₹3,64,763.75 | 7,000 ₹3,42,720 Lowest |
| 1.01 | OD182423/2026-2027:Providing weep holes in Random Rubble masonry for ease of dissipation of seepage
water from upstream side all complete as per directions of engineer in charge
75 mm pipe 4 kgf/cm2 | 43.4 | metre | 1,410.87 ₹61,231.76 | 500 ₹21,700 Lowest |
| 1.01 | OD188878/2026-2027:Supplying and fixing 18 mm thick granite name board of any colour including
lettering, labour for fixing, carriage etc as per direction departmental officer | 0.54 | sqm | 5,872.62 ₹3,171.21 | 3,500 ₹1,890 Lowest |
Tender Value
₹18.6 L
EMD Value
₹46,610
Closing Date
19 Sept 2026, 12:00 pmClosed
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
PROJECT NO. 376/27 URBAN AGGLOMERATION- NARIKUZHI THODU PROTECTION CONTINUES
2026_LSGD_867971_21
ET2/AE/LSGD/KPLM/26-27
Open Tender
Civil Works - Others
Item Rate
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹46,610
Yes
26 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
11 Sept 2026 - 19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Thodu Side Protection | |||||
| 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 | 255 | 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 | 61.2 | cum | - | - |
| 1.003 | OD182398/2026-2027:Earthen Bund Putting up ring bund with earth fill gunny bags of top width
1.0m bottom width 1.50m height 1.20 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 | 1 meter | - | - |
| 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 | 144 | hour | - | - |
| 1.005 | 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. | 316.2 | cum | - | - |
| 1.006 | OD182407/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 212.16 | cum | - | - |
| 1.007 | OD182406/2026-2027: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) | 48.96 | cum | - | - |
| 1.008 | OD182423/2026-2027:Providing weep holes in Random Rubble masonry for ease of dissipation of seepage
water from upstream side all complete as per directions of engineer in charge
75 mm pipe 4 kgf/cm2 | 43.4 | metre | - | - |
| 1.009 | OD188878/2026-2027:Supplying and fixing 18 mm thick granite name board of any colour including
lettering, labour for fixing, carriage etc as per direction departmental officer | 0.54 | sqm | - | - |
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