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Tender Value
₹6.9 L
EMD Value
₹6,900
Closing Date
20 Jul 2026, 3:00 pm
THE COMMISSIONER, SALEM CITY MUNICIPAL CORPORATION
Salem City Municipal Corporation, Fort Main Road, Salem.
Construction of Recharge Shaft with Bore Hole to the Corporation Girls Higher Secondary School at Gugai in Division No 46, Kondalampatty Ward Office of Salem Corporation.
2026_MAWS_683910_1
S2-Est No-474-2025-2026
Open Tender
Civil Works
30 days
Salem City Municipal Corporation
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹6,900
4 Jul 2026
4 Jul 2026
20 Jul 2026
4 Jul 2026
20 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 10 cum | 99 | m3 | - | - |
| 1.1 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M- Sand) and six 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 etc., complete as per standard specification | 1.7 | m3 | - | - |
| 1.2 | Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers | 11 | m2 | - | - |
| 1.3 | 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 | 15 | m3 | - | - |
| 1.4 | Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers | 164 | m2 | - | - |
| 1.5 | Overburden Drilling by RR Bit/ button bit as appropriate depending upon type and depth of overburden to accomodate casing pipe of size 160 mm ID including site preperation,collectionof litho samples at interval of 3.00 mtrs and preparation of lithology, etc. | 30 | Rm | - | - |
| 1.6 | PVC Special Blue Plain Pipes for Bore Well 160 mm dia | 10 | Rm | - | - |
| 1.7 | PVC Special Blue Slotted Pipes with nylon for Bore Well 160 mm | 20 | Rm | - | - |
| 1.8 | Lowering and jointing PVC slotted pipes excluding cost of pipes but including charges for special tools and plants etc., complete 160 mm dia PVC pipes | 30 | Rm | - | - |
| 1.9 | Drilling by DTH method using appropriate sizes of button bits so as to reach targetted depth with diameter of hole not less than 150 mm from 50 m depth iincluding formation sample collection at every 3m interval including preperation and submission of litholog | 50 | Rm | - | - |
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