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Tender Value
₹7.5 L
EMD Value
₹15,100
Closing Date
19 Jun 2026, 12:00 pm2d left
SUPERINTENDING ENGINEER
GOYLI ROAD,SIROHI
33 KV SC LINE WITH 9 MTR PCC POLE T-OFF FROM 33 KV GSS KAILASH NAGAR
2026_JdVVN_554552_2
01/2026-27
Open Tender
Electrical Works
KAILASH NAGAR
TENDER FEE AND BID SECURITY DEPOSIT RECEIPT
2 documents required · 2 mandatory
₹2,950
Secretary, RREIS
₹15,100
Yes
5 Jun 2026
5 Jun 2026
19 Jun 2026
5 Jun 2026
19 Jun 2026
5 Jun 2026
5 Jun 2026 - 5 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 | Conducting route survey as per approved route map and pegging of route with tee off point section point & double pole locations. | 8.43 | Km. | 215.67 | ₹1,818.1 | 1 |
| 2 | Trimming of tree branches/plants and preparing route approchases for proposed line. | 870 | Per Tree | 32.36 | ₹28,153.2 | 2 |
| 3 | Excavation of pit in Hard Soil (A) Height of poles/R.S.Joist/M.S. Rail Size of pit 9 Mtr/ 1.2mx0.6mx1.50 m deep | 70 | Pit | 110.42 | ₹7,729.4 | 3 |
| 4 | (B) Lattice Tower /Size of pit 11.4/10.8 Mtr/ 1.5mx1.5m x1.80 m deep | 6 | Pit | 362.38 | ₹2,174.28 | 4 |
| 5 | (C)Stay set/Depth of pit 8'x 3/4" -0.75x0.5x1.6 m | 70 | Pit | 86.32 | ₹6,042.4 | 5 |
| 6 | 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. (A) Height of poles/R.S.Joist/M.S. Rail /Size of pit 9 Mtr/ 1.2mx0.6mx1.50 m deep | 88 | Pit | 276.05 | ₹24,292.4 | 6 |
| 7 | (B) Lattice Tower /Size of pit 11.4/10.8 Mtr/ 1.5mx1.5m x1.80 m deep | 14 | Pit | 1,414.68 | ₹19,805.52 | 7 |
| 8 | (C)Stay set/Depth of pit 8'x 3/4" -0.75x0.5x1.6 m | 80 | Pit | 250.95 | ₹20,076 | 8 |
| 9 | 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. Lattice Structure | 10 | MT | 5,277.14 | ₹52,771.4 | 9 |
| 10 | Erection of PCC poles in excavated pit with fixing of brackets,cross arms & top hampers as required in alignment after checking the same with plumb line. The support is to be back filled with soil with proper ramming. The nuts & bolts are to be provided by the contractor as per Nigam's specification for which the payment will be made at the prevailing Discom store issue rates. (B) IN RURAL AREA PCC Poles 9 Mtr. Long (400 Kg)/200 Kg | 156 | Nos. | 485.67 | ₹75,764.52 | 10 |
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Tendernotice_2.pdf
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Tendernotice_3.pdf
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BOQ_1005940.xls
BOQ • 0.31 MB
SPEC.pdf
Tender Documents • 0.56 MB
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