Tender For Repair & Maintenance Of Lt Oh Line, Lt Ug Cable , Lt Panel And Bus Bar At Madhopur Mil Stn Under Ge Basoli.
Tender Overview
Project Description
Tender for Repair & Maintenance Of Lt Oh Line, Lt Ug Cable , Lt Panel And Bus Bar At Madhopur Mil Stn Under Ge Basoli.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 28-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5mtr in depth for foundation of pole and laying of UG cable and getting out in any type of soil complete all as specified and directed. |
| 2 | Excavation in trenches n.exc 1.5 mtr wide and exc 1.5metre deep but n.exc 3.0mtr in depth for foundation of pole and laying of UG cable and getting out in any type of soil complete all as specified and directed. |
| 3 | Returning filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed. |
| 4 | S&F in replacement DWC high density polyethelene pipe having inner dia 63mm/50mm, as per site requirement having corrugation on the wall and plain surface on the inner wall conforming to IS: 14930 (Part-I & II) for protection of underground cable laid along pole/along wall / in PCC on GL/Roof and including all fittings as required at site complete all as specified and directed. |
| 5 | S&F in replacement DWC high density polyethelene pipe having inner dia 50mm/38mm, as per site requirement having corrugation on the wall and plain surface on the inner wall conforming to IS: 14930 (Part-I & II) for protection of underground cable laid along pole/along wall /in PCC on GL/Roof and including all fittings as required at site complete all as specified and directed. |
| 6 | S&F in replacement DWC high density polyethelene pipe having inner dia 40mm/32mm, as per site requirement having corrugation on the wall and plain surface on the inner wall conforming to IS: 14930 (Part-I & II) for protection of underground cable laid along pole/ along wall / in PCC on GL/ Roof and including all fittings as required at site complete all as specified and directed. |
| 7 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5M above the starting point complete all as specified and directed. |
| 8 | Dismantling and Taking down old U/S PCC pole of any size including earth work , removing the PCC and shifted broken pole complete all as specified and directed. |
| 9 | Supply and erect steel tubular swaged pole type 410 SP-31 (9 metre long) complete with cast iron/MS base plate, top plate welded with MS round sheet with necessary nuts, bolts and washers duly painted with a coat of red oxide primer and two coat of aluminum paint including black and yellow strip 30cm in height above the coping of the pole complete all as specified and directed. |
| 10 | M&L for PCC 1:4:8 type D-2 (using 40 mm graged crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 11 | Material and labour for plain cement concrete type B-1 1:2:4 (20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. |
| 12 | S&F structural steel work conforming to grade Fe-410S as in cross arms, bracing, supports, clamps and back plates fabricated from structural steel sections, including , nuts, bolts, washers, welding , bending cold or hot drilling holes for bolts in any shape or size as indicated or directed and inclusive of one primer coat, one under coat , one finishing coat of aluminium paint and epoxy coating, complete all as specified and directed. |
| 13 | S & F stay assembly complete comprising of 20mm dia 40cm long stay bow rod 20mm dia x 1.8 Mtr long galvanised stay rod threaded with nuts, including 300mmx300mmx6mm thick plate necessary clamps etc as shown on plate No. 1 on page 495 of SSR Part-I, 2009 complete including taking down U/S stay assembly complete all as specified and directed.(Note: Loop type insulator, stay clamp, stay wire, excavation and concrete work measured separately). |
| 14 | S & F galvanised steel stranded stay wire size 7/4mm for stay assembly complete all as specified and directed. |
| 15 | S & F loop type insulator with complete fiting porcelain, vitreous white or brown large size with over all dismensions 65x90mm, clearance of hole 16mm complete all as specified and directed. |
| 16 | M&L for earthing complete with galvanised steel earth plate eletrode 600mmx600mm and 6mm thick burried directly in ground earth pit not less than 2.25mtr deep below normal ground level with top edges, of the plate not less than 1.5m below normal ground level, connected to the Galvanised Iron earth lead 32x6mm (GI Strip) size, by means of bolts, nuts, check buts and washers of galvanised iron and 32x6 mm earth lead protected by provision of GI medium grade pipe 40 mm bore including provision of aggregates with 40 mm thick cover of RCC (1:2:4) , reinforced with XPM (weight not less than 4 kg per sqm) and frame of angle iron 40mmx40mmx3mm and with 6 mm dia MS bar handle made to shape, GI light grade 20mm bore pipe of suitable length for watering perforated at bottom placed on top edged of earth plate, common salt and charcoal filling, funnel, wire mesh and earth work in hard/dense soil, returning filling and removal of surplas soil to distance not exceeding 50 mtr plate No 3 of SSR 2009 Part-I and connecting to feeder pillars and Transformer all as specified including testing on completion complete all as specified and directed. |
| 17 | Supply and fixing for XPLE insulated screened, PVC bedded galvanised steel strip & wire armoured electric power cable (heavy duty) 1100 volts grade of size 120 sqmm, 3.5 core with stranded aluminium conductor including proper connection to LT panel / bus bar with aluminium thimbles of suitable size /rating laid in trenches through pipe or under culvert including taking out existing cables,complete all as specified and directed.(Note – Necessary excavation, returning, filling in, removal of soil , sand cushioning,brick cover and GI pipe shall be measured and paid seperately under respective item). |
| 18 | All as per item above but 95 Sq mm X 3.5 core complete all as specified and directed |
| 19 | All as per item above but 70 Sq mm X 3.5 core complete all as specified and directed |
| 20 | All as per item above but 50 Sq mm X 3.5 core complete all as specified and directed |
| 21 | All as per item above but 35 Sq mm X 3.5 core complete all as specified and directed |
| 22 | All as per item above but 25 Sq mm X 4 core complete all as specified and directed |
| 23 | All as per item above but16 Sq mm X 4 core complete all as specified and directed |
| 24 | Restretching of existing loose OH,LT ACSR conductor wire including GI wire along the span of poles for sagging within the permissible limit,(five/four/two wire line), including binding/rebinding/joining with aluminium winding wire in case of breakge of condouctor, size of winding wire shall not be less than 2 sqmm complete all as specified and directed Note : (i) Nothing extra is admissible on account of jointing material and labour in case the conductor breaks during the stretching. Please Enable Macros to View BoQ information |
| 25 | Restretching of existing loose OH,LT ACSR conductor wire including GI wire along the span of poles for sagging within the permissible limit,(five/four/two wire line), including binding/rebinding/joining with aluminium winding wire in case of breakge of condouctor, size of winding wire shall not be less than 2 sqmm complete all as specified and directed Note : (i) Nothing extra is admissible on account of jointing material and labour in case the conductor breaks during the stretching. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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