Tender For Solid Waste Management Plant With Allied Infra At Nimu Mil Stn Under Age (I) Nimu
Tender Value
53.46 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
23 days left
EMD
1.05 Lakhs
Bank guarantee accepted
Document Fee
1000
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 Solid Waste Management Plant With Allied Infra At Nimu Mil Stn Under Age (I) Nimu
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in all kind of soil (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge. |
| 2 | M & L Cement concrete 1:4:8 type D2 (40 mm graded crushed stone aggregate ) in foundations, filling and mass concrete complete all as specified. and directed by Engr-in-Charge. |
| 3 | Use and waste form work to sides of concrete foundations footings base of columns, plinth beams, raft and raft beams, sides and soffits of foundation as specified as directed by Engineer-in-Charge. |
| 4 | TMT bars 10 mm dia and above, cut to length , bent to shape required including cranking , bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed by Engr-in-Charge. |
| 5 | TMT bars of 6 and incl 10mm 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 all as specified and directed. |
| 6 | M&L RCC Nominal mix, 1:2:4, type B1 using 20mm graded aggregate as in foundations, including rafts, fottings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete as directed by Engineer-in-Charge. |
| 7 | S&F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161- 1979 grade St.-240 as directed by Engineer-in-Charge. |
| 8 | S&F for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete as directed by Engineer-in-Charge. |
| 9 | S&F 12mm dia Mild steel rag or lewis bolts, screwed one end,with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, exc 30cm long as directed by Engineer-in-Charge. |
| 10 | M&L painting on steel surface over 10 cm width or girth including preparation of surface and applying two coats of synthetic enamel paint over a coat of red oxide primer as directed by Engineer-in-Charge. |
| 11 | 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 as directed by Engineer-in-Charge. |
| 12 | 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 as specified as directed by Engineer-in-Charge. |
| 13 | Returning, filling in excavated soil including spreading, leveling watering and well remming layers not exceeding 25 cm thick complete as directed by Engineer-in-Charge. |
| 14 | Removing exavated material (Soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 15.m above tghe starting point, complete as directed by Engineer-in-Charge. |
| 15 | M&L for 100mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) as in sub base of flooring complete as directed by Engineer-in-Charge. |
| 16 | M&L for 75mm thick Cement concrete type B-1,1:2:4 (20mm graded aggregate) as directed by Engineer-in-Charge |
| 17 | M&L for Precast cement concrete block in PCC 1:3:6 type C1 (using 20 mm graded aggregate) masonry with solid block exc. 10 cm in width and setting in CM (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 18 | M&L 15mm thick cement plaster in CM (1:4) on fair faces of brick walls surface and concete surface, finished even and smooth without using extra cement as directed by Engineer-in-Charge. |
| 19 | M&L preparing new plastered surfaces of walls and applying two coat of cement base paint over a coat of primer all as specified and directed by Engr-in-charge. |
| 20 | S&F for 1000 ltr capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I as directed by Engineer-in-Charge. |
| 21 | S&F for 25mm outer dia 3-layer PP-R polypropylene random copolymer) concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc complete as directed by Engineer-in-Charge. |
| 22 | S & F 15mm Bib taps, cast copper alloy CP with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete as directed by Engineer-in-Charge. |
| 23 | S&F 15mm Angle cock/Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed by Engr-in-charge. |
| 24 | S & F for 15mm PVC connection of 600mm long complete all as specified and directed by Engr-in-charge. |
| 25 | M&L PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or floor of 110mm bore pipe complete all as specified and directed by Engr-in-charge |
| 26 | S&F for 110 mm bore PVC (SWR) bends any radius complete as directed by Engineer-in-Charge. |
| 27 | M & L 550x400mm Wash basins, Vitreous China (flat back or angle back type) any size, and 32mm dia brass waste fitting including cutting for and pinning in ends of brackets or erecting stand but exclusive of fixing of supply and waste pipe complete as directed by Engineer-in-Charge. |
| 28 | PVC (SWR) vent cowl 110mm in bore, complete all as specified and directed by Engr-in-Charge. |
| 29 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out as in Hard/dense soil complete all as specified and as directed. |
| 30 | M & L for hardcore 75mm thick of guage exc 63mm but n exc 100mm deposited, spread and levelled in layers n exc 15 cm thick, watered and rolled, rammed to a true surface complete all as specified and as directed. |
| 31 | 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. |
| 32 | M&L for Cement concrete Type B-2 1:2:4 in foundations, filling and mass concrete all as specifeid and directed. |
| 33 | M&L for sand cushioning under paving blocks / protection to cables complete all as specified and as directed. |
| 34 | Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complate all as specified complete as directed by Engineer-in-Charge. |
| 35 | Supply and laying 3- layer 50 mm dia PP-R Polypropylene random copo lymer) conceal ed pipes SDR 7.4 (PN16) UV stabi lized and antimi crobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene random fittings laid in trenches.all as specified and directed. |
| 36 | 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 but hard dense soil as directed by Engineer-in-Charge. |
| 37 | Supply and fixing PP-R Gate valves(brass insert) for 50 mm dia pipe all as specified and directed . |
| 38 | Supply and fixing PP-R Ball valves(brass insert) for 25 mm dia pipe all as specified and directed . |
| 39 | Making connection of PP-R distribution branch with PP-R main of size upto 50 mm dia by providing and fixing tee including cutting and making fusion joint all as specified and directed. |
| 40 | Material labour for drilling, tapping, Cast Iron / Ductile Iron/GI water main in position for branch connection with straight plain brass ferrule of same size complete all as specified and directed for the internal dia size 20 mm as directed by Engineer-in-Charge. |
| 41 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 50 sq mm 3.5 core as directed by Engineer-in-Charge. |
| 42 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed by the Engineer - in - Charge. |
| 43 | Material and labour for un reinforced pre cast concrete cable cover class LV type I, flat size 250 mm x 150 mm x 40 mm as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 44 | Material and labour for un reinforced pre cast concrete cable cover class LV type I, flat size 250 mm x 150 mm x 40 mm as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysSep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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