Tender For Provision Of Amn Storage At Sata Bty And Provision Of 2 High Mast Lights At Nhms Under Age(I) Nimu
Tender Value
35.32 Lakhs
Estimated cost
Bid Submission
05 Aug 2026
4 days left
EMD
70700
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 Provision Of Amn Storage At Sata Bty And Provision Of 2 High Mast Lights At Nhms Under Age(I) Nimu
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jul-2026 | BOQ | BOQ | 05-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing n exc 30 cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Excavation over areas, n. exc. 1.5m deep hard and dense soil and getting out complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Excavation over areas, exc. 1.5m and n exc 3.0m deep hard/dense soil and getting out complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard and dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Removing excavated material n. exc 50 M and depositing where directed at a level not exc 1.5 M above the starting point complete all as specified and as directed by Engineer-in-Charge. |
| 7 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 8 | M & L for PCC 1:4:8 type D2 using 40mm graded crushed agg 75 mm thick over rammed earth as in sub base of hard standing complete all as specified and as directed by Engineer-in-Charge. |
| 9 | M & L for hardcore 75mm thick of guage exc 63mm but n exc 100mm deposited, spred and levelled in layers n exc 15 cm thick, watered and rolled, rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. |
| 10 | M&L for RCC M-30 Design mix (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 11 | M&L for RCC M-30 Design mix (using 20mm graded crushed stone aggregate) as in Beam, Tie beam etc complete all as specified and as directed by Engineer-in-Charge. |
| 12 | M&L for RCC M-30 Design mix (using 20mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-Charge. |
| 13 | M&L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips etc complete all as specified and as directed by Engineer-in-Charge. |
| 14 | M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in strirrups, spaces and binder and including mild steel wire (annealed) not less than 0.9mm dia etc complete all as specified and as directed by Engineer-in-Charge. |
| 15 | TMT bars of 6 and incl 8mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 16 | M&L form work to sides of concrete with fair finishes, foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter complete all as specified and as directed by Engineer-in-Charge. |
| 17 | M&L form work fair finishes to side of Pillars, posts, struts,piers,columns & stanchions complete all as specified and as directed by Engineer-in-Charge. |
| 18 | M&L Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed by Engineer-in-Charge. |
| 19 | S&F Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc F also fastening and fixing Fe 410-W (Gde E-250) quality -A complete all as specified and as directed by Engineer-in-Charge. |
| 20 | M&L for preparation of new surfaces of steel of any description not otherwise described over 10 cms in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge. |
| 21 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed by Engineer-in-Charge. |
| 22 | S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. |
| 23 | M&L Hard core broken stone boulders of gauge not exceeding 63mm broken stone deposited spearding and levelled in layers not exceeding 15cm thick watered and well rammed to a ture surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 24 | M&L for 75mm thick cement concrete type D-2, 1:4:8 (using 40mm aggregate) in floors complete all as specified and as directed by Engineer-in-Charge. |
| 25 | M&L for white non skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or Coloured cement to match the existing surface laid over 20mm thick avg screed bed in CM 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 26 | M&L 15 mm thick cement plaster in CM 1:4 on brick work or concrete fair face or brick work and finished surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 27 | M&L 15 mm thick cement plaster in CM 1:4 on brick work or concrete surface other than fair face or brick work and finished surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 28 | M&L for preparation of newly plastered surfaces of walls including cornices, pillasters etc, and applying two coats of cement base paint over a coat of primer complete all as specified and as directed by Engineer-in-Charge. |
| 29 | M&L for 15mm thick cement plaster in CM 1:6 on bricks wall on concrete surfaces finishing the surfaces even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 30 | M&L for Preparation of new plastered surface of wall by making the surface smooth and applying two coat of oil bound distemper (OBD) over a priming coat of alkali primer complete all as specified and as directed by Engineer-in-Charge. |
| 31 | M&L for 75mm thick in PCC 1:3:6 type C-1 as in plinth protection surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 32 | M&L for precast cement concrete block masonry with solid block exc 10 cms in width made with PCC 1:3:6 type C-1 (using 20 mm graded aggregate) and set in CM 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 33 | M&L 2nd class hardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified and as directed by Engineer-in-Charge. |
| 34 | M&L 2nd class hardwood 35mm thick Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats for doors complete all as specified and as directed by Engineer-in-Charge. |
| 35 | M&L for preparation of new wood surfaces of any description, not otherwise descri-bed, over 10cm width or girth and applying two coats of Synthetic enamel (ordinary tint) over a coat of pink primer complete all as specified and as directed by Engineer-in-Charge. |
| 36 | S&F Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed 250mm long complete all as specified and as directed by Engineer-in-Charge. |
| 37 | S&F extruded aluminium alloy handles, fabricated type, anodised 150mm long complete all as specified and as directed by Engineer-in-Charge. |
| 38 | S& F for Floor door stopper of of brass body and tongue with hard drawn steel spring complete all as specified and as directed by Engineer-in-Charge. |
| 39 | S&F Mild steel 100mm long Butt hinges, medium weight, cold rolled mild steel, complete all as specified and as directed by Engineer-in-Charge. |
| 40 | Sand cushioning 40mm thick under paving blocks incl watering and consolidation complete all as specified and as directed by Engineer-in-Charge. |
| 41 | Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment complete all as specified and as directed by Engineer-in-Charge. |
| 42 | M&L RCC Nominal mix, 1:2:4, type B1 using 20mm graded agg as foundations, including rafts, fottings, foundation beams; plinth beams; bases for columns, etc, basement slabs, under reamed piles, coping / moulding and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 43 | M&L RCC Nominal mix, 1:2:4, type B1 using 20mm graded agg as Column, including rafts, fottings, foundation beams; plinth beams; bases for columns, etc,; basement slabs, under reamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 44 | M&L for preparation of new plastered surfaces of wall and applying two coat of white lime wash complete all as specified and as directed by Engineer-in-Charge. |
| 45 | S&F for Mild steel post and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting and riveting etc, and similar work confirming to Fe290 Gde E-165, complete all as specified and as directed by Engineer-in-Charge. |
| 46 | S&F Concertina Coil punched type 600mm dia ,Central Core wire -madefrom high tensile, Spring steel -high carbon wire confirming to IS 4454/Part-/Garde-Sm duly dipped galvanized with diameter starting from 2.50mm,UTS 1670N/mm2, heavyzinc coating with minimum 230 gms per srm .Razor punched tape -galvanized steel strip AS Per IS 513/D.D Grade/2004,with concertina clips heavy duty J clipsto be used for making concertina coilswhich is made from Steel Fe410 complete all as specified and as directed by Engineer-in-Charge. |
| 47 | S&F for Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barded with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and including provision of galvanised mild steel wire staples or steel pins etc, complete all as specified and as directed by Engineer-in-Charge. |
| 48 | M&L for 5 mm thick rendering on RCC/ concrete surfaces in cm 1:4 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 49 | M&L for framed work as in doors or gate of angle Fe-410-W welded riveted attechment, with, bolted or fixed with ghuzzete plates welded 6 to 8mm welding complete all as specified and as directed by Engineer-in-Charge. |
| 50 | Air termination, single pointed, copper rod 12mm dia and 300mm long different locations / Bldg complete all as specified and as directed by Engineer-in-Charge. |
| 51 | Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw complete all as specified and as directed by Engineer-in-Charge. |
| 52 | S&F 25x4mm galvanised iron strip for continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etcGalvanised strip 25x4mm for roof conductors and down conductors above ground complete all as specified and as directed by Engineer-in-Charge. |
| 53 | Supply and fix or laying 32 mm light grade GI Tubes in trenches/on wall/ poles/ structures as in repairs GI tubeing light grade for road crossing/ for cable protection / fixing of pigmi lights etc, of the folling size including necessary provision for cable / Strip entry if reqd in pigmi lights pole fixinf screws / clmp as required complete all as specified and as directed by Engineer-in-Charge. |
| 54 | M & L for Earthing complete with galvanised steel earth plate electrode of size (600 x 600 x 6) mm thick buried directly into ground vertically to depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level, surrounded on all sides by alternate layers of 150 mm thick charcoal and common salt, connected to galvanised earth strip 25x4mm galvanised iron by means of lugs, bolts, nuts, washer, check nuts of galvanised iron or steel all as shown in Electrical plate No. 3, GI strip laid in dia 40 mm bore light grade GI Pipe laid in floor and fixed to wall with proper size of clamps and watering pipe of bore 20 mm dia GI light grade including wire mesh funnel, PCC, earth chamber pit (30X30X30cm) with PCC 1:2:4 type B-1 using 20 mm grade stone aggreate including form work cement mortar including CI Pit cover with frame necessary excavation and earth work in any type of soil including testing on completion for desired result complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 55 | M & L for Earthing complete with galvanised steel earth plate electrode of size (600 x 600 x 6) mm thick buried directly into ground vertically to depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level, surrounded on all sides by alternate layers of 150 mm thick charcoal and common salt, connected to galvanised earth strip 25x4mm galvanised iron by means of lugs, bolts, nuts, washer, check nuts of galvanised iron or steel all as shown in Electrical plate No. 3, GI strip laid in dia 40 mm bore light grade GI Pipe laid in floor and fixed to wall with proper size of clamps and watering pipe of bore 20 mm dia GI light grade including wire mesh funnel, PCC, earth chamber pit (30X30X30cm) with PCC 1:2:4 type B-1 using 20 mm grade stone aggreate including form work cement mortar including CI Pit cover with frame necessary excavation and earth work in any type of soil including testing on completion for desired result complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender