Ladakh

To Be Opened

Works

Civil Works - Others

Construction Separation of ETP and STP drainage line and other allied work of 360 KLD STP at SN Hospital Leh.

Public Works Department

Leh Ladakh, Ladakh

Amount: ₹2.6 CrCloses: 11 Sept 2026Closed

Timeline

Published3 Sept 2026
Closed11 Sept 2026
Bid Opening12 Sept 2026

Tender Value

₹2.6 Cr

EMD Value

₹5.3 L

Closing Date

11 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Construction Leh

Address

Executive Engineer Construction Leh

Work Description

Construction Separation of ETP and STP drainage line and other allied work of 360 KLD STP at SN Hospital Leh.

Tender Information

Tender ID

2026_PWD_19479_1

Reference Number

CDL 70 of Leh of 2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

240 days

Location

Leh

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredRegistrationCertificaterenewedupto31-03-2027EMDNoBidSecuritydeclarationMSMEshallnotbeentertained (.pdf)

RequiredScan Copy of Cost of Tenderdocument inform of DD/GR/online payment.GST Clearance Certificate up to 3 (.pdf)

RequiredPan CardEPFO Code and Correctness Affidavit (.pdf)

RequiredExperience certificate annual turnover, bidding capacity and other related document as per SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,643

Tender Fee Payable To

Executive Engineer Construction Leh

EMD Fee Amount

₹5.3 L

Important Dates

Last Activity

3 Sept 2026

Published

3 Sept 2026

Bid Opening

12 Sept 2026

Download Starts

4 Sept 2026

Download Ends

11 Sept 2026

Submission Starts

4 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (82 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
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.	5	Years	18,12,938.85	₹90,64,694.25
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	1	Nos	26,43,120	₹26,43,120
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	280.29	Cum	208.42	₹58,418.04
4	Ordinary rock	280.29	Cum	383.89	₹1,07,600.53
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.	432.84	Cum	220.41	₹95,402.26
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	85.39	Cum	89.19	₹7,615.93
7	3m to 4.5	59.71	Cum	178.37	₹10,650.47
8	4.5 to 4.7	7.48	Cum	267.56	₹2,001.35
9	Ordinary or hard rock upto 3m	85.39	Cum	160.4	₹13,696.56
10	3m to 4.5	59.71	Cum	320.8	₹19,154.97

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.85 MB

Work Item Documents

BOQ_46151.xls

BOQ • 0.38 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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.

Years

18,12,938.85

₹90,64,694.25

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

Nos

26,43,120

₹26,43,120

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

280.29

Cum

208.42

₹58,418.04

Ordinary rock

280.29

Cum

383.89

₹1,07,600.53

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.

432.84

Cum

220.41

₹95,402.26

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

85.39

Cum

89.19

₹7,615.93

3m to 4.5

59.71

Cum

178.37

₹10,650.47

4.5 to 4.7

7.48

Cum

267.56

₹2,001.35

Ordinary or hard rock upto 3m

85.39

Cum

160.4

₹13,696.56

3m to 4.5

59.71

Cum

320.8

₹19,154.97