Tender For Construction/Seperation Of Etp & Stp Drianage Line And Other Allied Work Of 360 Kld Stp At Snm Hospital Leh.
Tender Value
1.86 Crore
Estimated cost
Bid Submission
23 Oct 2026
0 days left
EMD
3.72 Lakhs
Bank guarantee accepted
Document Fee
1870
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Leh → Ladakh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction/Seperation Of Etp & Stp Drianage Line And Other Allied Work Of 360 Kld Stp At Snm Hospital Leh.
BOQ
| Sl. No. | Item Description |
| 1 | Operation and Maintanance for 5 years Man power STP Operators for 3 shifts= 3 Nos One Helper or Reliver (in one shift) Chemicals for STP Chlorine 1.5 kg/day (16 hours operation) x 30 days Poly 1 kg.Day Misc.Routine Expenses and Replacement of Spares. STP Routine maintanance all electrical and mech. Maintanance for Civil work,Cleaning etc. |
| 2 | EFFLUENT TREATMENT PLANT OF CAPACITY 20 KLD ELECTRO MECHANICAL WORKS A. MECHANICAL (a )Screen: Type : Perforated Duty : To remove coarse solids MOC : SS. Qty 1 Nos (b) Flash Mixer with tank: MOC : MSEP Size : 0.5 m x 0.5 m x 0.5 m Qty 1 Nos (c)Tube Settler: MOC : MSEP Size : 1.5m x 1.0m x 2.5m Qty 1 Nos (d)Effluent Transfer Pump: Capacity : 4 KL/hr. x 6 m head Type : Submersible Solid Handling : 40 mm MOC : CI / SS Qty 2 Nos (e) Flocculation Tank:Type : Square Type Size : 0.5m x 0.5m x 0.8m MOC : MS EP Qty 1 Nos (f )Chemical Dosing System: (each for Alum and Poly and Lime and chlorine) Capacity : 100 litrs MOC : LDPE Tank: 100 Litrs Qty 4 Nos (g)Pressure Feed Pump: Capacity : 4 KL/hr. x 15 m head Type : Horizontal MOC : CI Qty 1 Nos (h) Hybrid Filter: Capacity :1 KL/hr. Size :300 M dia x 1.2 M HOS Thickness – 8 mm MOC :FRP Type : vertical Down flow Test Pressure: 6 - 6.5 Kg/cm2 Media: fine Sand, Coarse Sand, Pebbles and Gravels and Activated Carbon. Op Pressure: 2.5 ± 0.5 kg/cm2 Qty 1 Nos (i) Sludge Dewatering Draimad System: Capacity: 1 KL/hr. x 10 m head Type: self priming MOC : CI Qty 1 Nos B. ELECTRICAL : (a) Motor Control Centre: Type : Self standing, vermin proof with PLC control unit for complete automatic working of plant. L&T, ABB Qty 1 Nos ( C) INSTRUMENTATION: (a) Pressure Indicators: Type : Diaphragm Qty 1 Lot (b) Level Switches: Quantity : Type : Float Qty 2 Nos (D) PIPING & VALVING : (a) Piping: Quantity : Lot MOC : uPVC/MS/PP Qty 1 Lot (b) Valving: MOC : CI / PP Qty 1 Lot |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (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 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 4 | Ordinary rock |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. v All kinds of soil upto 3m |
| 7 | 3m to 4.5 |
| 8 | 4.5 to 4.7 |
| 9 | Ordinary or hard rock upto 3m |
| 10 | 3m to 4.5 |
| 11 | 4.5 to 4.7 |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Walls(anythickness including attached pilasters, butteresses, plinth andstring courses etc. |
| 15 | Suspended floors, roofs, landings, balconies and access platform |
| 16 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 17 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 18 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 19 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | ProvidingandlayinginpositionmachinebatchedandmachinemixeddesignmixM-25 grade cement concrete for reinforced cement concrete work,using cement contenta sperapproveddesignmix, includingpumpingof concretetositeoflaying but excluding the cost of centering, shuttering, finishing and reinforcement, including and mixture sinre commendedproportionsasperIS:9103toaccelerate, retard settingofconcrete, improve work ability with out im pairing strengt hand durabilityas perdirectionofEngineer-in-charge. (Note:-Cementcontentconsideredinthisitemis 330 kg/cum. Excess /less cement use dasper design mix is payable/recoverable separately). Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 21 | Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonrywork. |
| 22 | Providingandfixing1mmthickM.S.sheetdoorwithframeof40x40x6mmangleiron and 3 mm M.S. Using flats 30x6mm for diagonal braces and central cross piece |
| 23 | Steelwork inbuiltuptubular (round, squareor rectangularhollowtubesetc.)trusses etc., including |
| 24 | Cement concrete flooring1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate) finished 40 mm thick with 20 mm nominal size stone aggregat |
| 25 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand |
| 26 | White washing with lime to give an even shade :1 New work (three or more coats) |
| 27 | Finishing walls with textured exterior paint of required shade :13.45.1 Newwork ([email protected] ltr/10sqm)overand including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 28 | Applying priming coat With readymixed red oxide zinc chromate primer of approved brand andmanufacture on steel galvanised iron/ steel works |
| 29 | Paintingwithsyntheticenamelpaintofapprovedbrandandmanufacturetogivean even shade :Two or more coats on new work |
| 30 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) 1st layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the levelling course (levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound . ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. |
| 31 | Providing and laying integral cement based treatment for water proofing on the ver- tical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended pro- portions with a gap of 20mm (minimum) between stone slabs and the receiving sur- faces and filling the gaps with neat cement slurry mixed with water proofing com- pound and finishing the exjerior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing com- pound in recommended proportion complete at all levels and as directed by Engi- neer-in-charge : Using rough Kota stone |
| 32 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 33 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 34 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 35 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal |
| 36 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 37 | Chequerred terrazzo tiles 22mm thick with graded marble chips of size upto 6mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, polishing and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Dark shade using ordinary cement. |
| 38 | Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for soil, waste and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC connectors, couplers, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 75mm outer dia |
| 39 | 110 mm outer dia |
| 40 | Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. 40 mm outer dia |
| 41 | 50 mm outer dia |
| 42 | 63 mm outer dia |
| 43 | Providing & fixing 110m x 50mm waste with PVC reducer including cutting chases in floor, cutting RCC slab complete as required. |
| 44 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all (CPVC) plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge. Internal work-exposed on wall, including fixing the pipe with clamps at 1.00 meter spacing 20 mm nominal outer dia pipes. |
| 45 | 25 mm nominal outer dia pipes. |
| 46 | Providing and laying light duty non-pressure NP2 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 250 mm dia. R.C.C. pipe |
| 47 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 20.9.10 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separa tely) : With common burnt clay FPS (non modular)bricks of class designation 7.5 |
| 48 | Providing and fixing in position pre-cast RCC manhole cover and frame of required shape & approved quality MD-10Circular shape 500mm internal diameter Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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