Erection Of Shm Pole Erection Of Semi High Mast Pole Near Ramjanpur Chaupal In Ward No.5 Bakhtawarpur Under Narela Zone.
Tender Value
1.15 Lakhs
Estimated cost
Bid Submission
05 Dec 2025
0 days left
EMD
2350
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
narela → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Erection Of Shm Pole Erection Of Semi High Mast Pole Near Ramjanpur Chaupal In Ward No.5 Bakhtawarpur Under Narela Zone.
BOQ
| Sl. No. | Item Description |
| 1 | Earthing with GI earth pipe 4.5Mx40mm dia i/c accessories and providing masnary enclosure with cover plate having locking arrangement and watering pipe etc(but without charcoal or coke and salt complete) as required. |
| 2 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 3 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 4 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.3 x 2.5 sq. mm |
| 5 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. Upto 35 sq. mm |
| 6 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. Upto 35 sq. Mm |
| 7 | Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required. |
| 8 | Providing and laying in position cement concrete 1:3:6 (1cement : 2 coarse sand : 6 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set etc including form work etc as required. |
| 9 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.(a) 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 10 | Drilling and laying i/c HDPE pipe of 40 mm outer dia with PN 4 rating byhand moling / mannual methodconfirming to IS 4984. |
| 11 | Supply of XLPE insulated PVC sheathed Al. Conductor Armoured Cable 1.1KV grade conforming to IS-7098 of following size:- 2C x 6 sqmm |
| 12 | Supply and fabrication of pole protection system made up of 8SWG steel wire mesh of size25mmx75mm rectangular with 50mmx50mmx6mm MS angle iron for supporting the mesh and grounding the protection system in suitable quality of CC etc as reqd. |
| 13 | Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge |
| 14 | Semi High Mast FoundationEach work in exacavation by mechanical means (Hydraulic exacavator )/ manual means in foundation trenches or drains (not exceeding 15 min width or 10 sqm plan),including dressing of sides and ramming of bottoms, lift up to 15 m,including getting out the exacavated soil and disposal of surplus exacavated soil as directed, within a lead of 50m .All kinds of Soil. (1.2 X 1.2 X 1.8) |
| 15 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).(1 X 1 X 2) |
| 16 | Centering and shuttering, including strutting,propping etc. and removal of form for Foundation,footing, bases of columns etc. for mass concrete. (4 X 1 X 2) |
| 17 | Steel reinforcement for R.CC. work including straightening,cutting ,bending placing in position and binding all complete up to plinth level Cold twisted bars.a) 8 mm Dia (13 nos.X3.7 M.L.G. Each)=48.1 M |
| 18 | b)12 mm Dia (16 nos.X 2.1 M.L.G. Each)=33.6 M |
AI Tender Summary
Tender Timeline
Nov 27, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedDec 05, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 05, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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