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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.9 L+₹23,582.80 (3.55%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.1 L+₹41,504.30 (6.25%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.1 L+₹41,508.80 (6.25%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.1 L+₹41,591.80 (6.26%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANANDKUMAR L6 | SELVANAYAGI BUILDERS & DEVELOPERS L5 | svasit Engineers L3 | R.R. ENTERPRISES L2 | SRI MARUTHAMALAYAAN ENGINEERS L4 | P GIRIVEL L7 | ANANDKUMAR T L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 2 | m3 | 5,000 ₹10,000 | 4,220 ₹8,440 | 2,000 ₹4,000 | 950 ₹1,900 Lowest | 3,800 ₹7,600 | 4,817.45 ₹9,634.9 | 1,000 ₹2,000 |
| 2.00 | Desilting the existing drains consisting of very loose soil, silt, oily silt, slushy, marshy with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery,with cost of skilled operators with helper & cleaners for the entire operations as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete | 15 | m3 | 128 ₹1,920 | 105 ₹1,575 | 9.9 ₹148.5 Lowest | 90 ₹1,350 | 80 ₹1,200 | 121.75 ₹1,826.25 | 100 ₹1,500 |
| 3.00 | Dismantling the damaged Cement mortar concrete wall work as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 34 | m3 | 570 ₹19,380 | 470 ₹15,980 | 200 ₹6,800 Lowest | 400 ₹13,600 | 400 ₹13,600 | 543.65 ₹18,484.1 | 200 ₹6,800 Lowest |
| 4.00 | Earth work for drain to required depth, either by cutting and disposal of excavated soil to areas of fill or by filling with earth suitable for filling brought from areas of cutting or borrow pits in all kinds of soils except rock requiring blasting | 88 | m3 | 220 ₹19,360 | 180 ₹15,840 | 175 ₹15,400 | 45 ₹3,960 Lowest | 150 ₹13,200 | 209 ₹18,392 | 150 ₹13,200 |
| 5.00 | Conveyance the excess earth or earth not suitable for refilling, dumping and spreading, levelling of the same at places of dump approved by departmental officers and as directed including lorry hire charges, labour for loading, unloading, spreading, leveling, making approaches for areas of dumps etc., complete. | 139 | m3 | 104 ₹14,456 | 85 ₹11,815 | 80 ₹11,120 | 45 ₹6,255 Lowest | 70 ₹9,730 | 98 ₹13,622 | 50 ₹6,950 |
| 6.00 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate ) using 40mm gauge hard broken granite stone jelly for All CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete. | 17 | m3 | 4,300 ₹73,100 | 5,100 ₹86,700 | 4,500 ₹76,500 | 6,100 ₹1,03,700 | 4,000 ₹68,000 Lowest | 5,664.3 ₹96,293.1 | 5,000 ₹85,000 |
| 7.00 | Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (upto 4 Feet) | 317 | m2 | 500 ₹1,58,500 | 435 ₹1,37,895 | 455 ₹1,44,235 | 365 ₹1,15,705 Lowest | 460 ₹1,45,820 | 507.4 ₹1,60,845.8 | 435.6 ₹1,38,085.2 |
| 8.00 | Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 55 | m3 | 6,200 ₹3,41,000 | 5,900 ₹3,24,500 Lowest | 6,000 ₹3,30,000 | 6,600 ₹3,63,000 | 6,300 ₹3,46,500 | 6,385.5 ₹3,51,202.5 | 6,000 ₹3,30,000 |
| 9.00 | Wall plastering for using cement mortar 1:5(One part of cement, five parts of sand by volume) thickness 12 mm (average) for all internal/external surfaces for drains etc., finished smoothly to one level including curing etc., complete, at all leads and at all heights. | 72 | m2 | 309 ₹22,248 | 255 ₹18,360 | 288 ₹20,736 | 40 ₹2,880 Lowest | 200 ₹14,400 | 294.1 ₹21,175.2 | 100 ₹7,200 |
| 10.00 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 | 8 | m2 | 1,000 ₹8,000 | 970 ₹7,760 | 1,050 ₹8,400 | 100 ₹800 Lowest | 950 ₹7,600 | 1,122 ₹8,976 | 1,000 ₹8,000 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
27 Aug 2026, 3:00 pmClosed
Assisstant Commissioner-West Zone
West Zone, Coimbatore Corporation
Reconstruction of Storm water Drain with culvert at Nanjukutty layout and New scheme colony in ward no 33 of west zone
2026_MAWS_691167_3
E2/WESTZONE/2026
Open Tender
Civil Works
Works
90 days
West Zone, Coimbatore Corporation
As per the tender document attached
4 documents required · 4 mandatory
₹0
₹10,000
Yes
26 Sept 2026
5 Aug 2026
28 Aug 2026
5 Aug 2026
27 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 2 | m3 | - | - |
| 2 | Desilting the existing drains consisting of very loose soil, silt, oily silt, slushy, marshy with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery,with cost of skilled operators with helper & cleaners for the entire operations as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete | 15 | m3 | - | - |
| 3 | Dismantling the damaged Cement mortar concrete wall work as per the instruction of Departmental officers. Including all initial lead and other labour charges. | 34 | m3 | - | - |
| 4 | Earth work for drain to required depth, either by cutting and disposal of excavated soil to areas of fill or by filling with earth suitable for filling brought from areas of cutting or borrow pits in all kinds of soils except rock requiring blasting | 88 | m3 | - | - |
| 5 | Conveyance the excess earth or earth not suitable for refilling, dumping and spreading, levelling of the same at places of dump approved by departmental officers and as directed including lorry hire charges, labour for loading, unloading, spreading, leveling, making approaches for areas of dumps etc., complete. | 139 | m3 | - | - |
| 6 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate ) using 40mm gauge hard broken granite stone jelly for All CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete. | 17 | m3 | - | - |
| 7 | Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (upto 4 Feet) | 317 | m2 | - | - |
| 8 | Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 55 | m3 | - | - |
| 9 | Wall plastering for using cement mortar 1:5(One part of cement, five parts of sand by volume) thickness 12 mm (average) for all internal/external surfaces for drains etc., finished smoothly to one level including curing etc., complete, at all leads and at all heights. | 72 | m2 | - | - |
| 10 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 | 8 | m2 | - | - |
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