Himachal

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Civil Works

Providing Sewerage System to Ribba Village in Tehsil Moorang Distt Kinnaur Himachal Pradesh

HP Irrigation and Public Health

EE JSD Pooh | Kinnaur, Himachal Pradesh

Amount: ₹5.6 CrCloses: 15 Oct 20267d left

Timeline

Published7 Oct 2026
Pre-Bid Meeting9 Oct 2026
Closes15 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹5.6 Cr

EMD Value

₹6.4 L

Closing Date

15 Oct 2026, 5:00 pm7d left

Tender Inviting Organisation

Name

EE JSD Pooh

Address

Executive Engineer Jal Shakti Division Pooh Distt Kinnaur HP

Work Description

SH Laying jointing testing of sewer network of DI pipe K 7 150mm 4000Rmt 200 mm dia 958 Co Manhole 1 50 depth 158 nos 2 50 mtr dept Hight 165 nos 3 50 mtr hight 90 nos 4 50 mtr hight 12 nos 425 nos restoration of PWD Road 400 Rmt repa

Tender Information

Tender ID

2026_HPIPH_145156_1

Reference Number

KNR-EE-JSD-Pooh-2026-7427-7526

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

EE JSD Pooh

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredEarnest money,Cost of Form (.pdf)

RequiredEPF,GST,PAN CARD (.pdf)

RequiredRegistration,Income tax (.pdf)

Requiredother condition as per NIT and terms and condition (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6.4 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

EE JSD POOH

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

7 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

7 Oct 2026

Pre-Bid Meeting

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, stacking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil with in all leads and lifts and as per direction of Engineer -in-Charge	8,925.68	cum	-	-
2	Providing & laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.	277.33	cum	-	-
3Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :-
3.01	Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.	372.91	cum	-	-
3.02	Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.	747.94	cum	-	-
3.03	In suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.	317.53	cum	-	-
4	Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.	5.2	cum	-	-
5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain.
5.01	Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge.	444.3	sqm	-	-
5.02	Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth & string courses and the like ith in all leads and lifts as per the direction of Engineer-in-charge.	8,815.69	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 • 0.64 MB

Tendernotice_2.pdf

PDF • 0.58 MB

Tendernotice_3.pdf

PDF • 1.34 MB

Tendernotice_4.pdf

PDF • 0.45 MB

Work Item Documents

BOQ_216147.xls

BOQ • 0.35 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, stacking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil with in all leads and lifts and as per direction of Engineer -in-Charge

8,925.68

cum

Providing & laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

277.33

cum

3Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :-

3.01

Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

372.91

cum

3.02

Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

747.94

cum

3.03

In suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.

317.53

cum

Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.

5.2

cum

5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain.

5.01

Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge.

444.3

sqm

5.02

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth & string courses and the like ith in all leads and lifts as per the direction of Engineer-in-charge.

8,815.69

sqm