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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | l2₹1.9 L+₹10,311 (5.74%)Rejected-AOC | l2 | Rejected-AOC L2 | |
| 3 | L3₹1.9 L+₹11,272 (6.27%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹1.9 L+₹11,284 (6.28%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | vishnuduth L1 | A T SANTHOSH L2 | SABU M D L3 | S AND S CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||||
| 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 | 3.96 | cum | 1,000 ₹3,960 Lowest | 1,050 ₹4,158 | 1,197.33 ₹4,741.43 | 1,173.38 ₹4,646.58 |
| 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 | 11.56 | cum | 320 ₹3,697.92 Lowest | 350 ₹4,044.6 | 359.72 ₹4,156.92 | 352.52 ₹4,073.72 |
| 1.00 | OD425686/2025-2026:DRY RUBBLE MASONARY - 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 | 37.69 | cum | 3,680 ₹1,38,699.2 Lowest | 3,900 ₹1,46,991 | 3,905 ₹1,47,179.45 | 3,913.59 ₹1,47,503.21 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.6 | cum | 9,000 ₹14,445 Lowest | 9,000 ₹14,445 Lowest | 9,022 ₹14,480.31 | 9,051.25 ₹14,527.26 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 6.42 | sqm | 300 ₹1,926 Lowest | 386 ₹2,478.12 | 386.16 ₹2,479.15 | 378.43 ₹2,429.52 |
| 1.01 | OD428416/2025-2026:Dry rubble masonry using departmental rubble without concrete levelling course masonry with departmental rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 3.96 | cum | 1,600 ₹6,336 Lowest | 1,650 ₹6,534 | 1,680 ₹6,652.8 | 1,681.56 ₹6,658.98 |
| 1.01 | OD425691/2025-2026:ENGAGING MAN MAZDOOR FOR SITE CLEARING | 4 | each | 1,000 ₹4,000 Lowest | 1,082 ₹4,328 | 1,060 ₹4,240 | 1,060.53 ₹4,242.12 |
| 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. | 21.99 | cum | 300 ₹6,597.6 Lowest | 318 ₹6,993.46 | 318.47 ₹7,003.79 | 312.1 ₹6,863.7 |
Tender Value
₹1.9 L
EMD Value
₹4,871
Closing Date
7 Mar 2026, 6:00 pmClosed
O/O AE LSGD NAYARAMBALAM G.P
O/O AE LSGD NAYARAMBALAM G.P
SIDE PROTECTION WORKS TO KOMANGATTU THODU ,WARD-9
2026_LSGD_835803_2
SIDE PROTECTION WORKS TO KOMANGATTU THODU ,WARD-9
Open Tender
Civil Works - Roads
Item Rate
NAYARAMBALAM G.P
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,871
Yes
30 May 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
SIDE PROTECTION
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
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
OD425686/2025-2026:DRY RUBBLE MASONARY - 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
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD428416/2025-2026:Dry rubble masonry using departmental rubble without concrete levelling course masonry with departmental rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD425691/2025-2026:ENGAGING MAN MAZDOOR FOR SITE CLEARING
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.
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