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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.7 LAccepted-Finance | ₹43.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹46.0 L+₹2.3 L (5.28%)Accepted-Finance | ₹46.0 L+₹2.3 L (5.28%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | VELANKANNI CONSTRUCTION L1 | R SARAVANA KUMAR L2 |
|---|---|---|---|---|---|
| 1.00Construction of Additional Floor Community hall at Horasholai in Kotagiri Municipality | |||||
| 1.01 | Earth work excavation for levelling 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 | 21 | M3 | 159.61 ₹3,351.81 Lowest | 168 ₹3,528 |
| 1.02 | 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 | 62 | M3 | 319.24 ₹19,792.88 Lowest | 336 ₹20,832 |
| 1.03 | Dismantling the existing Reinforced cement concrete and stacking the debrits and clearing away from the site as Directed by the Departmental Officers | 3 | M3 | 330 ₹990 Lowest | 347 ₹1,041 |
| 1.04 | Dismantling the existing Brick work in Cement Mortor and stacking the debrits and clearing away from the site as Directed by the Departmental Officers | 4 | M2 | 392.32 ₹1,569.28 Lowest | 413 ₹1,652 |
| 1.05 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 29 | M3 | 6,872.99 ₹1,99,316.71 Lowest | 7,244 ₹2,10,076 |
| 1.06 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For plane surfaces such as rectangular or square RCC columns, etc. | 107 | M2 | 1,355.39 ₹1,45,026.73 Lowest | 1,428 ₹1,52,796 |
| 1.07 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For Retaining wall | 121 | M2 | 1,355.39 ₹1,64,002.19 Lowest | 1,428 ₹1,72,788 |
| 1.08 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 371 | M2 | 661.46 ₹2,45,401.66 Lowest | 697 ₹2,58,587 |
| 1.09 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four 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 | 30 | M3 | 8,459.65 ₹2,53,789.5 Lowest | 8,916 ₹2,67,480 |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
24 Jun 2026, 3:00 pmClosed
COMMISSIONER
MUNICIPAL OFFICE KOTAGIRI
Construction of Additional Floor Community hall at Horasholai in Kotagiri Municipality
2026_MAWS_682062_1
419/2025/A1
Open Tender
Civil Works - Buildings
Works
30 days
KOTAGIRI
REGISTERED CONTRACTOR IN GOVERNMENT SECTOR
2 documents required · 2 mandatory
₹11,400
Yes
₹60,000
Yes
29 Jun 2026
20 Jun 2026
24 Jun 2026
20 Jun 2026
24 Jun 2026
20 Jun 2026
20 Jun 2026 - 24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Additional Floor Community hall at Horasholai in Kotagiri Municipality | |||||
| 1.01 | Earth work excavation for levelling 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 | 21 | M3 | - | - |
| 1.02 | 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 | 62 | M3 | - | - |
| 1.03 | Dismantling the existing Reinforced cement concrete and stacking the debrits and clearing away from the site as Directed by the Departmental Officers | 3 | M3 | - | - |
| 1.04 | Dismantling the existing Brick work in Cement Mortor and stacking the debrits and clearing away from the site as Directed by the Departmental Officers | 4 | M2 | - | - |
| 1.05 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 29 | M3 | - | - |
| 1.06 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For plane surfaces such as rectangular or square RCC columns, etc. | 107 | M2 | - | - |
| 1.07 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For Retaining wall | 121 | M2 | - | - |
| 1.08 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 371 | M2 | - | - |
| 1.09 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four 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 | 30 | M3 | - | - |
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