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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SABU M D L1 |
|---|---|---|---|---|
| 1.00Fencing works | ||||
| 1.00 | 15.9.2: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 cement mortar | 3.37 | cum | 2,694.58 ₹9,078.04 Lowest |
| 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 | 3.42 | cum | 381.31 ₹1,304.08 Lowest |
| 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) | 14.02 | cum | 8,401 ₹1,17,765.22 Lowest |
| 1.00 | 16.15.1:Supplying at site:R.C.C. Standards post / struts / rails / pales of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size ) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in-Charge (cost of earth works in excavation, concrete works in foundation to be paid separately) | 1.9 | cum | 38,022.61 ₹72,280.98 Lowest |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 4.9 | cum | 8,422 ₹41,267.8 Lowest |
| 1.01 | 16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm | 300.04 | sqm | 1,073 ₹3,21,942.92 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,822
Closing Date
14 Aug 2026, 3:00 pmClosed
ASSISTANT ENGINEER
O/o Assistant Engineer, LID and EWSection, Elamkunnapuzha G P, Malipuram P O
Refer tender document
2026_LSGD_864044_1
3/AE/LSGD/EGP/26-27
Open Tender
Civil Works - Others
Item Rate
180 days
MALIPURAM
Refer tender document
7 documents required · 7 mandatory
₹1,310
Yes
₹14,822
Yes
19 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
4 Aug 2026 - 14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Fencing works | |||||
| 1.001 | 15.9.2: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 cement mortar | - | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 16.15.1:Supplying at site:R.C.C. Standards post / struts / rails / pales of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size ) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in-Charge (cost of earth works in excavation, concrete works in foundation to be paid separately) | - | cum | - | - |
| 1.005 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm | - | sqm | - | - |
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