Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAdmitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹32.3 L | L1 | Admitted-Finance |
| 2 | L2₹35.6 L+₹3.4 L (10.4%)Admitted-Finance COIMBATORE | ₹35.6 L+₹3.4 L (10.4%) | L2 | Admitted-Finance |
| 3 | L3₹37.7 L+₹5.4 L (16.8%)Admitted-Finance | ₹37.7 L+₹5.4 L (16.8%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L1 | S RAJATHI L2 | M. DHANDAPANI L3 |
|---|---|---|---|---|---|---|
| 1.00 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 7 | m2 | 464.86 ₹3,254.02 | 300 ₹2,100 Lowest | 400 ₹2,800 |
| 2.00 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 7 | m2 | 512 ₹3,584 | 300 ₹2,100 Lowest | 400 ₹2,800 |
| 3.00 | Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete | 4 | m3 | 3,369.45 ₹13,477.8 | 3,005 ₹12,020 | 3,000 ₹12,000 Lowest |
| 4.00 | Desilting the Existing Drain as per the instruction of departmental officer etc., complete | 187 | m3 | 87.24 ₹16,313.88 | 50 ₹9,350 Lowest | 100 ₹18,700 |
| 5.00 | Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete | 10 | m3 | 440.63 ₹4,406.3 Lowest | 460 ₹4,600 | 500 ₹5,000 |
| 6.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete. departmental officers etc complete | 16 | m3 | 169.4 ₹2,710.4 | 100 ₹1,600 Lowest | 180 ₹2,880 |
| 7.00 | Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 217 | m3 | 80.08 ₹17,377.36 | 50 ₹10,850 Lowest | 90 ₹19,530 |
| 8.00 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete | 125.5 | m3 | 4,591.06 ₹5,76,178.03 Lowest | 5,000 ₹6,27,500 | 5,400 ₹6,77,700 |
| 9.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For Drain | 712 | m2 | 411.26 ₹2,92,817.12 | 400 ₹2,84,800 Lowest | 500 ₹3,56,000 |
| 10.00 | Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm 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. | 119 | m3 | 5,175.6 ₹6,15,896.4 Lowest | 6,000 ₹7,14,000 | 6,050 ₹7,19,950 |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
2 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Reconstruction of storm Water Drain at Kannappa Nagar 1,2,3,4, in ward no. 32, Central Zone
2026_MAWS_694693_1
E56/2026-Two Cover-CZ
Open Tender
Civil Works
Works
180 days
Coimbatore city municipal corporation, Townhall
As per tender conditions
5 documents required · 5 mandatory
₹0
₹50,000
18 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 7 | m2 | - | - |
| 2 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 7 | m2 | - | - |
| 3 | Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete | 4 | m3 | - | - |
| 4 | Desilting the Existing Drain as per the instruction of departmental officer etc., complete | 187 | m3 | - | - |
| 5 | Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete | 10 | m3 | - | - |
| 6 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete. departmental officers etc complete | 16 | m3 | - | - |
| 7 | Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 217 | m3 | - | - |
| 8 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete | 125.5 | m3 | - | - |
| 9 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For Drain | 712 | m2 | - | - |
| 10 | Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm 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. | 119 | m3 | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.21 MB
BOQ_835286.xls
BOQ • 0.26 MB
Twocovrdocument.pdf
Tender Documents • 0.94 MB
ITB.pdf
Additional Documents • 0.19 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .