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Tender Value
₹17.3 L
EMD Value
₹34,689
Closing Date
2 Jul 2026, 4:00 pm
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Erection and laying of 33 KV 300 sqmm XLPE cable for new 33 KV feeder from new 132 KV GSS Pratap Nagar to 3311 KV Appreal park SS providing 33 KV Bay Pratap Nagar in the area of AEN HTM VIII JPD Jaipur under TN 193
2026_JVVNL_569273_1
JPD/ZCE(JZ)/TN-193
Open Tender
Electrical Works
90 days
JAIPUR
PLEASE REFER TENDER DOCUMENTS.
3 documents required · 3 mandatory
₹2,950
AS PER TENDER SPECIFICATION
₹34,689
18 Jun 2026
18 Jun 2026
3 Jul 2026
19 Jun 2026
2 Jul 2026
22 Jun 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 | Excavation of pit in ordinary rock which does not require blasting/murrad (in Jodhpur discom) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit. | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | (B) Lattice Tower /Size of pit | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | 11.4/10.8 Mtr/ 1.5mx1.5m x1.80 m deep | 5 | Pit | 1,310.5 | ₹6,552.5 | BI01010001010000000000000515BI0100001114 |
| 4 | Safe carriage of steel( fabricated and unfabricated) I.e.M.S. Rails, R.S.Joists, M.S.Channels, M.S.Angles, M.S.Flat, G.I.Stay Sets, G.I. Stay Wire, G.I.Wire Nut & Bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam store /at work site | - | - | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | Within 10 Kms. | 10 | M.T. | 325.65 | ₹3,256.5 | BI01010001010000000000000515BI0100001116 |
| 6 | Safe Carriage of insulator, hardware, cable etc.including loading/unloading and stacking in Nigam.stores etc. | - | - | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Within 10 Kms. | 100 | M.T. | 390.29 | ₹39,029 | BI01010001010000000000000515BI0100001118 |
| 8 | Erection of all type of steel supports in the excavated pit in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the supports. The support should be grouted and muffed in cement concrete of ratio 1:3:6 as per item No. 5.7 the remaining portion of the pit will be back filled with soil. The nuts & bolts will be provided by the contractor as per Nigam's specification for which payment will be made at the prevailing store issue rates. The cost muffing and grouting will be paid extra. | - | - | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | R.S.Joists | 2 | M.T. | 1,783.8 | ₹3,567.6 | BI01010001010000000000000515BI0100001120 |
| 10 | Lattice Structure | 5 | M.T. | 4,888.53 | ₹24,442.65 | BI01010001010000000000000515BI0100001122 |
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Tender Documents • 0.92 MB
BOQ_1013057.xls
BOQ • 0.40 MB
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