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| Tender ID | 4446047 |
|---|---|
| Organisation Name | Municipal Corporation |
| Tender Brief | Shifting Of High Mast From Aadarsh Colony Sector 54 To Market Parking Sector 36 And Sector 42 Chandigarh |
| Last Date For Submission | 5th Jun, 2026 |
| Opening Date | 05 Jun, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 6092.00 |
| Estimated Cost | 304613.00 |
| City | Chandigarh |
|---|---|
| State | Chandigarh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Supply & laying of ISI marked 4 core 16 mm sq PVC Insulated Aluminium armoured cable loose in trench/pipe:- Supply & laying of ISI marked 4 core 16 mm sq PVC Insulated Aluminum conductor armoured cable of make Havells/ Finolex/ Ecko/ Lapp/ Cirtina/ Sunhome/ Polycab/ KEI/ Panasonic conforming IS:1554 (Pt.1) amended. The cable to be laid in trench/ pipe as per DSR Code 7.5.1/2018 MV CB PIP-25 Part-II (External). Material Testing report to be submitted and material to be supplied at site after confirmation from Engineer-in-charge. The specification of the cable as below:- i) Conductor Aluminum ii) Core 4 iii) Working Voltage 1100 V iv) Nominal Cross Section 16mm2 v) Minimum No. of Wire 7/6 vi) Insulation Thickness 1.0mm (Nominal) vii) Inner Sheath Minimum Thickness 0.3mm viii) Outer Sheath Minimum Thickness 1.40mm ix) Nominal size of Armoured Wire/Strip 4x0.8mm x) Approximate O.D. 22mm Maximum d.c. Resistance at 20 Deg. C 1.91 ohm/km The work shall be executed to the entire satisfaction of Engineer-in-Charge. | 205 | Mtrs. |
| 2 | Supply & Laying of DWC pipe 51/63mm with hand bockey:- 14.15.1 Supply and Laying of pipe (OD-63 mm & ID-51 mm nominal) Double Wall Corrugated (DWC) With Hand Bockey High Density Polyethylene pipe ISI marked (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm maintenance free, C value over 150 with lowest frictional losses, good weathering resistance, with all accessories like socket, bend, couplers etc. conforming to IS 14930/ IS 16205 part ii complete with fitting and cutting, jointing etc.direct in ground (depth as per the direction of Engineer in charge or upto 75 cm below ground level or cutting the road & laying) including excavation and refilling the trench but including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Gemini, Rex, Duraline. The entire satisfaction of Engineer-in-Charge of work. | 162 | Mtrs. |
| 3 | Supply & Laying of DWC pipe 51/63mm without hand bockey:- DSR 14.16.1 Supply and Laying of pipe (OD-63 mm & ID-51 mm nominal) Double Wall Corrugated (DWC) Without Hand Bockey High Density Polyethylene pipe ISI marked (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm maintenance free, C value over 150 with lowest frictional losses, good weathering resistance, with all accessories like socket, bend, couplers etc. conforming to IS 14930/ IS 16205 complete with fitting and cutting, jointing etc. direct in ground (depth as per the direction of Engineer in charge or upto 75 cm below ground level or cutting the road & laying) including excavation and refilling of digging including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Gemini, Rex, Duraline. The entire satisfaction of Engineer-in-Charge of work. | 8 | Mtrs. |
| 4 | FOUNDATION FOR 12.5 Mtr. / 16 MTR. LONG HIGH MAST: Design & casting of foundation with M20 cement Concrete & steel reinforcement suitable for installation of 12.5 Mtr. / 16mtr high mast: (Only RMC Mixture) | ||
| 5 | DSR ITEM NO. 2.8.1 (CIVIL WORK) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil (Size 1600mmx2300mmx2300mm) (Total 1.6mx2.3mx2.3m)= 8.46 cum (2 nos. x 8.46= 16.92cum) | 16.92 | cum |
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