Tender ID

Himachal

Technical Eval

Works

Civil Works - Water Works

Restoration of Rain Damages to Water Supply Scheme Dhullara Sihunta in Tehsil Sihunta Distt Chamba HP Sub Head Co PCC Wall Retreiving of GI pipe 65mm dia and C o Supporting Pillars and crate work at various RDs

HP Irrigation and Public Health

CHOWARI CHAMBA HP | Chamba, Himachal Pradesh

Amount: ₹9.0 LCloses: 27 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed27 Mar 2026
Technical Evaluation28 Apr 2026
Award—

Bids

4 Bids28 Apr 2026

#	Company	Status
1	AJAY MEHTA Accepted-Technical VILLAGE PO RAJAIN TEHSIL BHATTIYAT DISTT CHAMBA HP	Accepted-Technical ACCEPTED
2	Pawan Singh Govt.Contractor Accepted-Technical VILLAGE BHAGAIN P O BALANA TEHSIL BHATTIYAT DISTT CHAMBA HP \| CHAMBA \| HIMACHAL PRADESH \| 176207	Accepted-Technical ACCEPTED
3	SUMMY SHARMA Accepted-Technical	Accepted-Technical ACCEPTED
4	anil kumar govt contractor Rejected-Technical E 172 CHAURA MAIDAN 103 TUNNEL SHIMLA HIMACHAL PRADESH 171001 \| SHIMLA \| HIMACHAL PRADESH \| 171001	Rejected-Technical REJECTED

Tender Value

₹9.0 L

EMD Value

₹18,028

Closing Date

27 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

JAL SHAKTI DIVISION CHOWARI

Work Description

Restoration of Rain Damages to Water Supply Scheme Dhullara Sihunta in Tehsil Sihunta Distt Chamba HP Sub Head Co PCC Wall Retreiving of GI pipe 65mm dia and C o Supporting Pillars and crate work at various RDs

Tender Information

Tender ID

2026_HPIPH_132049_1

Reference Number

NIT NO 21172-21271 DATED 18-03-2025

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

60 days

Location

CHOWARI CHAMBA HP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredCOST OF BID FORM AND EARNEST MONEY (.pdf)

RequiredCOPY OF REGISTRATION (.pdf)

RequiredPAN NO GST NO COPY OF ITR (.pdf)

RequiredUNDERTAKING REGARDING STUDIED ALL TEARMS AND CONDITIONS (.pdf)

RequiredAUTHORIZATION LETTER REGARDING PERSON AUTHORIZED BY THE REGISTRED BIDDER FOR UPLOADING BIDS (.pdf)

Finance

RequiredBOQ (.xls)

RequiredFORM 6 AND 8 (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹18,028

Important Dates

Last Activity

28 Apr 2026

Published

20 Mar 2026

Bid Opening

28 Mar 2026

Download Starts

20 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

20 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations 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 rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.
2Retrieving of screwed and socketed galvanized mild steel tube, tube fitting in trenches complete in all respect (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores.
365mm dia nominal bore
4Relaying and jointing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores.
565mm dia nominal bore
6Welding of pipe at site leakage point of following dia's including digging pit for welding within all leads and lifts as per the direction of Engineer-In-Charge.
765 mm dia (Nominal Bore.)
8Cutting in earth work and disposal of excavated earth work upto a lead of 20 metre in all kind of soil within all leads and lifts as per the direction of Engineer-in -Charge.
9Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.
10Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.72 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.71 MB

BOQ_195271.xls

BOQ • 0.28 MB

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Company

AJAY MEHTA

Accepted-Technical

VILLAGE PO RAJAIN TEHSIL BHATTIYAT DISTT CHAMBA HP

Pawan Singh Govt.Contractor

Accepted-Technical

VILLAGE BHAGAIN P O BALANA TEHSIL BHATTIYAT DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207

SUMMY SHARMA

Accepted-Technical

anil kumar govt contractor

Rejected-Technical

E 172 CHAURA MAIDAN 103 TUNNEL SHIMLA HIMACHAL PRADESH 171001 | SHIMLA | HIMACHAL PRADESH | 171001

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations 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 rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.
2Retrieving of screwed and socketed galvanized mild steel tube, tube fitting in trenches complete in all respect (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores.
365mm dia nominal bore
4Relaying and jointing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores.
565mm dia nominal bore
6Welding of pipe at site leakage point of following dia's including digging pit for welding within all leads and lifts as per the direction of Engineer-In-Charge.
765 mm dia (Nominal Bore.)
8Cutting in earth work and disposal of excavated earth work upto a lead of 20 metre in all kind of soil within all leads and lifts as per the direction of Engineer-in -Charge.
9Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.
10Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundations 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 rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.

2Retrieving of screwed and socketed galvanized mild steel tube, tube fitting in trenches complete in all respect (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores.

365mm dia nominal bore

4Relaying and jointing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores.

565mm dia nominal bore

6Welding of pipe at site leakage point of following dia's including digging pit for welding within all leads and lifts as per the direction of Engineer-In-Charge.

765 mm dia (Nominal Bore.)

8Cutting in earth work and disposal of excavated earth work upto a lead of 20 metre in all kind of soil within all leads and lifts as per the direction of Engineer-in -Charge.

9Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.

10Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.