Tender ID

Himachal

Active

Works

Civil Works

Providing ID Infrastructure by laying DI pipes (Sewer lines) C/O manhole chambers in Haripur Sandholi

HP Irrigation and Public Health

Baddi | Solan, Himachal Pradesh

Amount: ₹1.3 CrCloses: 21 Nov 2026

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Timeline

Published10 Nov 2026
Closes21 Nov 2026
Bid Opening21 Nov 2026

Tender Value

₹1.3 Cr

EMD Value

₹2.0 L

Closing Date

21 Nov 2026, 11:00 am

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Baddi

Work Description

Billanwali area of MC Baddi under City Sanitation Action Plans (CASP) used Water Management under SBM (U) 2.0.

Tender Information

Tender ID

2026_HPIPH_147649_1

Reference Number

NIT No. 24409-509 dated 10-11-2026 (3rd Call)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Baddi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScanned copy of registration or thereof renewal in appropriate class of HP JSV (As per NIT) (.pdf)

RequiredDownloaded copy of Earnest Money and cost of tender form (As per NIT) (.pdf)

RequiredScanned copy of PAN and latest Income Tax Return (As per NIT) (.pdf)

RequiredScanned copy of GST, EPF and ESI Registration and latest returns thereof (As per NIT) (.pdf)

RequiredScanned copy of undertaking term and conditions, DSC and joint venture not allowed (As per NIT) (.pdf)

RequiredExperience certificate of similar work laying and jointing of pipes in sewerage network (As per NIT) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹2.0 L

Important Dates

Last Activity

10 Nov 2026

Published

10 Nov 2026

Bid Opening

21 Nov 2026

Download Starts

10 Nov 2026

Download Ends

21 Nov 2026

Submission Starts

10 Nov 2026

Clarification Period

10 Nov 2026 - 20 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:	3,749.4	Cum	-	-
2Providing, laying, jointing & testing S&S Centrifugally Cast (Spun) / Ductile Iron pressure Pipes conforming to IS: 8329-2000 Class K-7 pipes inside cement Mortar lined and zinc coated outside the pipe including push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including SBR Gaskets including testing of joints and the cost of rubber gasket complete in all respect with finished layer of Bituminous paint (earth work to be measured and paid separatly.
2.01	150 mm dia	2,500	Rmt.	-	-
2.02	200 mm dia	270	Rmt.	-	-
2.03	250 mm dia	300	Rmt.	-	-
3	Excavation in foundation and trenches etc. in earth work, lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required into plinths, sides of foundation etc., consolidating each deposited layers by ramming and water and then disposing of all surplus excavated earth as directed within all leads and lifts in PW:JW(50:50).including carriage of materials within all leads and lifts.	464.34	Cum	-	-
4	P/L cement concrete 1:4:8(1cement: 4 sand: 8 water borne aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth l/c carriage of materials with in all leads and lifts for C/O Man hole.	38.06	Cum	-	-
5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in including carriage of materials within all leads and lifts complete in all respect.
5.01	A) Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc.upto 200mm in thickness	72.99	Sqm.	-	-
5.02	In walls(any thickness but not less than 0.10m thickness,) partitions and string courses and like	1,022.51	Sqm.	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.33 MB

Work Item Documents

Form6.pdf

Tender Documents • 2.54 MB

TandC.pdf

Tender Documents • 1.78 MB

BOQ_220566.xls

BOQ • 1.84 MB

Form8.pdf

Tender Documents • 1.07 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:

3,749.4

Cum

2Providing, laying, jointing & testing S&S Centrifugally Cast (Spun) / Ductile Iron pressure Pipes conforming to IS: 8329-2000 Class K-7 pipes inside cement Mortar lined and zinc coated outside the pipe including push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including SBR Gaskets including testing of joints and the cost of rubber gasket complete in all respect with finished layer of Bituminous paint (earth work to be measured and paid separatly.

2.01

150 mm dia

2,500

Rmt.

2.02

200 mm dia

270

Rmt.

2.03

250 mm dia

300

Rmt.

Excavation in foundation and trenches etc. in earth work, lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required into plinths, sides of foundation etc., consolidating each deposited layers by ramming and water and then disposing of all surplus excavated earth as directed within all leads and lifts in PW:JW(50:50).including carriage of materials within all leads and lifts.

464.34

Cum

P/L cement concrete 1:4:8(1cement: 4 sand: 8 water borne aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth l/c carriage of materials with in all leads and lifts for C/O Man hole.

38.06

Cum

5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in including carriage of materials within all leads and lifts complete in all respect.

5.01

A) Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc.upto 200mm in thickness

72.99

Sqm.

5.02

In walls(any thickness but not less than 0.10m thickness,) partitions and string courses and like

1,022.51

Sqm.