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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 LAccepted-AOC | ₹5.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹6.1 LRejected-Finance CHAKKAREN HOUSE SOUTH MANIYAT MANIYAT P O | ₹6.1 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | VINU CHAKKAREN L2 | P GOVINDAN L1 |
|---|---|---|---|---|---|
| 1.00Retaining wall | |||||
| 1.00 | OD320701/2025-2026:Demolishing laterite 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 | 13.5 | cum | 1,987 ₹26,822.51 | 1,847.91 ₹24,944.94 Lowest |
| 1.00 | OD518347/2025-2026: Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1 of DAR) | 10.5 | cum | 6,112 ₹64,169.89 | 5,684.16 ₹59,678 Lowest |
| 1.00 | OD465994/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20 cm or nearest size (departmental material) in
cement mortar 1:6 for foundation and basement including all cost of materials ,labour charges
etc. | 9.45 | cum | 3,429 ₹32,400.62 | 3,188.97 ₹30,132.58 Lowest |
| 1.00 | 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) | 2.15 | cum | 7,404 ₹15,940.81 | 6,885.72 ₹14,824.96 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) | 18.04 | cum | 7,806 ₹1,40,804.63 | 7,259.58 ₹1,30,948.3 Lowest |
| 1.01 | 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) | 34.28 | cum | 8,600 ₹2,94,782.2 | 8,016.6 ₹2,74,785 Lowest |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 39.48 | sqm | 780 ₹30,794.4 | 728.19 ₹28,748.94 Lowest |
| 1.01 | 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 | 13.28 | cum | 335 ₹4,448.13 | 311.55 ₹4,136.76 Lowest |
Tender Value
₹6.1 L
EMD Value
₹15,276
Closing Date
13 Mar 2026, 9:00 amClosed
Assistant Engineer
Office of the AE, Assistant Engineer, LIDEW Section, Karivellur Peralam GP
Retaining wall
2026_LSGD_843873_1
E8(2)/238/25-26
Open Tender
Civil Works - Buildings
Item Rate
270 days
Karivellur Peralam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,350
Yes
₹15,276
Yes
16 Jun 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
Retaining wall
OD320701/2025-2026:Demolishing laterite 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
OD518347/2025-2026: Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1 of DAR)
OD465994/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20 cm or nearest size (departmental material) in cement mortar 1:6 for foundation and basement including all cost of materials ,labour charges etc.
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)
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)
4.1.3: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)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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
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