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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹20.7 LAdmitted-Finance | -16.50% | ₹20.7 L | H1 | Admitted-Finance |
| 2 | H2₹20.0 LAdmitted-Finance | -18.99% | ₹20.0 L | H2 | Admitted-Finance |
| 3 | H3₹19.4 LAdmitted-Finance | -21.51% | ₹19.4 L | H3 | Admitted-Finance |
| 4 | H4₹18.1 LAdmitted-Finance | -26.99% | ₹18.1 L | H4 | Admitted-Finance |
| 5 | H5₹17.4 LAdmitted-Finance | -29.85% | ₹17.4 L | H5 | Admitted-Finance |
Updated dates
Tender Value
₹24.7 L
EMD Value
₹49,480
Closing Date
8 Apr 2026, 2:00 pmClosed
COMMISISONER
NAGAR PARISHAD JALORE
Supply and erection of GI octagonal poles and LED street lights from Ahore circle to Govt collage Jalore
2026_DLB_548107_4
NPJ/DEV/2026/9686 DATE 17-03-2026
Open Tender
Electrical Works
90 days
Jalor
Please refer tener documents
3 documents required · 3 mandatory
₹500
COMMISSIONER/MD RISL
₹49,480
Yes
28 Apr 2026
24 Mar 2026
8 Apr 2026
24 Mar 2026
8 Apr 2026
24 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. Poles with Octagonal Cross Section. 8 Mtr. | 36 | Each | - | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. Single arm overhang | 7 | Mtr | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. Double arm overhang | 36 | Mtr | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. 16.0 Sq. mm 4 core | 1,200 | Mtr | - | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in-charge. 10 SWG G.I. ( Hot Dipped ) Wire | 1,180 | Mtr | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
A) Excavation of Pit for Foundation Size upto required depth from Ground level
B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.
C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness
D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.
E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal
F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.
G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.
H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. | 36 | Mtr | - | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in-charge. 50 mm | 920 | Mtr | - | - | BI01010001010000000000000515BI0100001119 |
| 8.01 | Supply & Laying following size' B ' class , G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc. for laying earth conductor/ strip / cable in ground/ surface/ recess as required. All as per pre approved by Engineer in-charge. (Earth Excavation will be Paid Extra)All as per pre approved by Engineer in-charge. 50 mm | 120 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9.01 | labour charges for Excavating trenches of required width for pipes dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kind of Soils | 190 | Set | - | - | BI01010001010000000000000515BI0100001121 |
| 10.01 | Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. | 3 | Rmtr. | - | - | BI01010001010000000000000515BI0100001122 |
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