Tender For Providing Of Hard Standing With Paver Block For Indus Utility Complex At Kiari And Provn Of Overheading Of 11 Kv Underground Electric Line Near Indus River Under Age Br-Ii, Ge 860 Ews
Tender Value
42.46 Lakhs
Estimated cost
Bid Submission
26 Nov 2026
19 days left
EMD
85000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
leh → Ladakh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Hard Standing With Paver Block For Indus Utility Complex At Kiari And Provn Of Overheading Of 11 Kv Underground Electric Line Near Indus River Under Age Br-Ii, Ge 860 Ews
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing n. exc 15cm deep in soft/loose soil. |
| 2 | M&L for Hardcore of gauge n. exc. 63 mm deposited, spread and levelled in layers n. exc. 15 cm thick, watered and rammed to a true surface complete all as spd & directed. |
| 3 | M&L for cement concrete 1:3:6 100 mm thick type C-2 using 40mm graded stone aggregate over rammed earth as in sub base to receive floor finish etc complete all as specified. |
| 4 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete. |
| 5 | M&L for Providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges type B-1 1:2:4 (20 mm graded aggregate). |
| 6 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for laying of cable / stay assy/HT/LT poles and getting out in hard and dense soil, complete all as specified and as directed by the Engr-in-Charge. |
| 7 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 3.0 m depth for foundation of poles and getting out in hard/dense soil complete all as specified and as directed by Engr-in charge. |
| 8 | Returning filling including spreading, watering and well ramming in layers not exceeding 25 cm in hard and dense soil complete all as specified and as directed by Engr-in charge. |
| 9 | Removing excavated material not exceeding 50 mtrs and deposited where directed at a level n. exc 1.5 mtr above the starting point complete all as specified and as directed by Engr-in charge. |
| 10 | M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation of poles including use of necessary form works for rough finished surface complete all as specified and directed by Engr-in-Charge. |
| 11 | Material and labour for PCC 1:3:6 type C-2 (using 40 mm crushed graded stone aggregate) as in foundation for stay and necessary form work for rough finished surface complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for PCC (1:2:4) type B-1, using stone aggregate 20 mm graded, with and incl necessary form work where required and fair finish to the exposed surfaces and coping complete all as specified and directed by Engr-in-Charge. |
| 13 | Supply and erection in vertical position steel tubular swaged pole type 410 SP- 55 (11 mtr long ) with CI base plate as per fig-3 nad 4 of IS 2713, part 1 to 3, finial taper plug, bolts, nuts and screws all as specified including factory painted with two coats of black bituminious paint internally throughout and externally for embedded position and two coats of aluminium paint over a coat of red oxide primer over the ground and making 30cm wide strip with ed and White paint including numbering complete all as specified and directed by Engr-in-Charge. |
| 14 | M&L stay assembly complete using stay rod of 20 mm dia complete with accessories as shown in electric plate No. 1 of SSR-2009 Part-I complete all as specified and directed by Engr-in-Charge. Note : (Loop type insulator excavation, stay clamp, nuts, bolts, washers and concrete to be measured and paid separately. |
| 15 | S&F in replacement, loop type insulators, vitreous porcelain white, brown or green large size with over all dismensions 90 x 140mm and clearance of hole 25.5 mm, complete all as specified and directed by Engr-in-Charge. |
| 16 | Supply and fixing aluminum conductor steel reinforced (ACSR) of size 6/3.35+1/6.35mm (Rabbit), straining properly on insulators and binding on new HT poles with and incl 02 mm dia aluminium binding wire complete all as specified and directed by Engr-in-Charge. Note : The 3% for sag, joints & jumpers shall be added in measurements. |
| 17 | Galvanised steel earth wire of 04 mm dia with hooks, streching kinks and bends complete all as specified and directed by Engr-in-Charge. |
| 18 | S&F Pin Insulator, porcelain, vitreous white, brown or green insulator incl one galvanized mild steel spindle,two galvanised iron washers and one galvanised iron nut, 150 mm height, 150 mm dia for 11000 volts grade. |
| 19 | S&F Disc type Porcelain Insulator, vitreous brown, large size with overall dimension 90 x 140mm clearence of hole 25.5 mm ,working pressure 11000 volts all as specified and directed by Engr-in-charge. |
| 20 | S&F cross arms, bracing, supports clamps & back plates fabricated from structural steel section 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 and one finishing coat of paint complete all as specified and directed by Engr-in-Charge. |
| 21 | S&F in replacement of HT lightening arrester metal oxide type (gap less) for out door use complete with all fittings and fixing arrangements transmission class discharge capacity 15 KA suitable for 11000 volts including brackets, clamps, nuts, bolts, washers and connected with GI earth wire of 4mm dia, with and incl dismentling/taking down of existing unserveciable LA, complete all as specified and directed by Engr-in-Charge. |
| 22 | M&L for danger notice plate of 1.6 mm thick and size not be less than 25x20 cm, made of mild steel sheet, vitreous white enamelled, with letters i.e. \\"DANGER 11000 VOLTS\\" (in English As well as in HINDI) and conventional skull and bones signal in red colour and fixed with MS clamps, nuts, bolts and washers of suitable size, complete all as specified and directed by Engr-in-Charge. |
| 23 | M&L Anti-Climbing device spike type fabricated out of MS bars (round, square and flat) including nuts, bolts and washers and welding into two halves made to shape to suit the cross section of the pole, complete all as specified and directed by Engr-in-Charge. |
| 24 | Earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 metres below normal ground level, connecting to the Galvanized iron earth wire 4.0 mm dia by means of bolts, nuts , check nuts and washers of galvanized iron and steel earth wire protected by provision of GI light grade pipe 15 mm bore including provision of concrete pit made from PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) with 40mm thick cover of RCC 1:2:4 reinforced with XPM (Weight not less than 4 Kg/Sqm) and frame of angle iron 40 x 40 x 6 mm and handle of 6 mm dia MS bar made to shape, GI light grade 20 mm bore pipe for watering perforated at bottom, 1.50 metre long placed on top edge of earth plate, common salt & charcoal filling, with fixing arrangement , funnel, wire mesh and earth work in hard/dense soil , returning filling in and removal of surplus soil to a distance not exceeding 50 metres, all as per electrical plate No 5 of SSR 2009 Part-I and connecting to MCBDB’s earth test point all as specified or indicated including testing on completion. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysNov 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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