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Restoration of Rain damages to WSS Nirsoo Duttnagar in GP Duttnagar Tehsil Rampur Distt. Shimla H.P

HP Irrigation and Public Health

Duttnagar | Shimla, Himachal Pradesh

Amount: ₹5.0 LCloses: 16 Oct 20267d left

Timeline

Published7 Oct 2026
Closes16 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹5.0 L

EMD Value

₹99,778

Closing Date

16 Oct 2026, 2:00 pm7d left

Tender Inviting Organisation

Name

EE JSD Rampur

Address

JSD Rampur

Work Description

SH Dismantling , Relaying Providing Jointing of GI pipe 80 mm dia with circumferential butt welding at various RDs providing Fixing of Sluice valve 4 Nos

Tender Information

Tender ID

2026_HPIPH_145167_1

Reference Number

7812-62 dated 23.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

Duttnagar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredAll documents as per terms and conditions of the NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹99,778

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

7 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismentalling of old GI pipe from tranches etc. (excluding earth work) in all respect to the entire satisfaction of the Engineer-in-Charge.
1.1	80 mm nominal diameter.	1,500	Rmt.	-	-
2	Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.	125.12	cum	-	-
3Relaying jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge
3.1	80 mm nominal diameter.	1,300	Rmt.	-	-
4Laying, jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge
4.1	80 mm nominal diameter.	200	Rmt.	-	-
5Providing and Fixing of Kirloskar/Leader/KSB/ fouress/ pellicon/ Gled / BHEL make of cast Iron sluice valve of ollowing size and capable of with standing nominal seat pressure 21.00 Kg/cm2) as per BS 1414 conform to BIS 780-1984 latest with up to date ammendments complete with in all leads as per entire satifaction of engineer -in- charge.
5.1	80 mm nominal diameter	4	Nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.63 MB

Work Item Documents

F8.pdf

Tender Documents • 1.08 MB

Form6.pdf

Tender Documents • 0.25 MB

Terms.pdf

Tender Documents • 0.14 MB

BOQ_216162.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismentalling of old GI pipe from tranches etc. (excluding earth work) in all respect to the entire satisfaction of the Engineer-in-Charge.
1.1	80 mm nominal diameter.	1,500	Rmt.	-	-
2	Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.	125.12	cum	-	-
3Relaying jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge
3.1	80 mm nominal diameter.	1,300	Rmt.	-	-
4Laying, jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge
4.1	80 mm nominal diameter.	200	Rmt.	-	-
5Providing and Fixing of Kirloskar/Leader/KSB/ fouress/ pellicon/ Gled / BHEL make of cast Iron sluice valve of ollowing size and capable of with standing nominal seat pressure 21.00 Kg/cm2) as per BS 1414 conform to BIS 780-1984 latest with up to date ammendments complete with in all leads as per entire satifaction of engineer -in- charge.
5.1	80 mm nominal diameter	4	Nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismentalling of old GI pipe from tranches etc. (excluding earth work) in all respect to the entire satisfaction of the Engineer-in-Charge.

1.1

80 mm nominal diameter.

1,500

Rmt.

Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

125.12

cum

3Relaying jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge

3.1

80 mm nominal diameter.

1,300

Rmt.

4Laying, jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge

4.1

80 mm nominal diameter.

200

Rmt.

5Providing and Fixing of Kirloskar/Leader/KSB/ fouress/ pellicon/ Gled / BHEL make of cast Iron sluice valve of ollowing size and capable of with standing nominal seat pressure 21.00 Kg/cm2) as per BS 1414 conform to BIS 780-1984 latest with up to date ammendments complete with in all leads as per entire satifaction of engineer -in- charge.

5.1

80 mm nominal diameter

Nos