Himachal

Technical Eval

Works

Civil Works - Water Works

Restoration of rain damage of LWSS Nayaser Jubber Tikar in GP Neen Tehsil Sunni, Distt. - Shimla

HP Irrigation and Public Health

EE Sunni | Shimla, Himachal Pradesh

Amount: ₹17.5 LCloses: 4 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed4 Apr 2026
Technical Evaluation8 Apr 2026
Award—

Bids

2 Bids8 Apr 2026

#	Company	Status
1	Bharat Singh Verma Accepted-Technical	Accepted-Technical Accept
2	Rakesh Kumar Accepted-Technical GROUND FLOOR THAKUR COMPLEX BASANTPUR \| BASANTPUR \| SHIMLA \| HIMACHAL PRADESH \| 171018	Accepted-Technical Accept

Tender Value

₹17.5 L

EMD Value

₹35,000

Closing Date

4 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE JAl Shakti Shimla Rural Division at Sunni

Address

EE JAl Shakti Shimla Rural Division at Sunni

Work Description

Replacement of Rising main API- X 42 80 mm dia in Rising main 1st stage RD 0/0 to 350 2nd stage RD 84 to 434, C/O Anchor Block Protection wall

Tender Information

Tender ID

2026_HPIPH_132759_1

Reference Number

SNN-SML-003-740-Tdr-25 -88-94dt23.03.26

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

180 days

Location

EE Sunni

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredGST (.pdf)

RequiredPAN (.pdf)

RequiredEMD (.pdf)

RequiredTender fees (.pdf)

RequiredITR (.pdf)

RequiredRegistration certificate (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

EE Suni

EMD Fee Amount

₹35,000

Important Dates

Last Activity

8 Apr 2026

Published

28 Mar 2026

Bid Opening

4 Apr 2026

Download Starts

28 Mar 2026

Download Ends

4 Apr 2026

Submission Starts

28 Mar 2026

Clarification Period

28 Mar 2026 - 4 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Laying and Jointing PVC Pipe. Heading
3Excavation in foundation & trenches etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge (0.60 + 0.50)/2x0.6x700= 231.00 cum. Excavation do Only 10 % at site = 23.10 Cum
4Providing, laying, testing & commissioning at site in trenches bevelled ended BIS marked API confirming to ISO-3183-2007 relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API-X-42 having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with API X-42. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately).
5RD Length Nominal Dia Class of pipe Table Wall thickness
6From to
7stage 1st 0-350 350 80mm API-X-42
8Stage 2nd84-434 350 80mm API-X-42
9Providing , Welding and Fixing of M.S. Flanges ISI marked conforming to IS : 6392-1971 capable of with standing the test pressure of 1.60 N/mm2 welded on both sides with the pipe complete with nut & 3 mm thcik ferrado gasket . The welding is conforming to IS : 3183-1986. including hydraulic testing at site and painting with anticorreshive pasint in side and outside confirming to relevant specfication . the work shell be done including all leads and lifts as per entire satisfaction of Engineer - in - Charge.
10stage 1st 0-350 350 80mm API-X-42
11Stage 2nd84-434 350 80mm API-X-42

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

FORM6.pdf

Tender Documents • 0.16 MB

FORM-8.pdf

Tender Documents • 0.67 MB

terms.pdf

Tender Documents • 0.10 MB

BOQ_196300.xls

BOQ • 0.27 MB

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Company

Bharat Singh Verma

Accepted-Technical

Rakesh Kumar

Accepted-Technical

GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Laying and Jointing PVC Pipe. Heading
3Excavation in foundation & trenches etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge (0.60 + 0.50)/2x0.6x700= 231.00 cum. Excavation do Only 10 % at site = 23.10 Cum
4Providing, laying, testing & commissioning at site in trenches bevelled ended BIS marked API confirming to ISO-3183-2007 relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API-X-42 having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with API X-42. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately).
5RD Length Nominal Dia Class of pipe Table Wall thickness
6From to
7stage 1st 0-350 350 80mm API-X-42
8Stage 2nd84-434 350 80mm API-X-42
9Providing , Welding and Fixing of M.S. Flanges ISI marked conforming to IS : 6392-1971 capable of with standing the test pressure of 1.60 N/mm2 welded on both sides with the pipe complete with nut & 3 mm thcik ferrado gasket . The welding is conforming to IS : 3183-1986. including hydraulic testing at site and painting with anticorreshive pasint in side and outside confirming to relevant specfication . the work shell be done including all leads and lifts as per entire satisfaction of Engineer - in - Charge.
10stage 1st 0-350 350 80mm API-X-42
11Stage 2nd84-434 350 80mm API-X-42

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

2Laying and Jointing PVC Pipe. Heading

3Excavation in foundation & trenches etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge (0.60 + 0.50)/2x0.6x700= 231.00 cum. Excavation do Only 10 % at site = 23.10 Cum

4Providing, laying, testing & commissioning at site in trenches bevelled ended BIS marked API confirming to ISO-3183-2007 relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API-X-42 having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with API X-42. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately).

5RD Length Nominal Dia Class of pipe Table Wall thickness

6From to

7stage 1st 0-350 350 80mm API-X-42

8Stage 2nd84-434 350 80mm API-X-42

9Providing , Welding and Fixing of M.S. Flanges ISI marked conforming to IS : 6392-1971 capable of with standing the test pressure of 1.60 N/mm2 welded on both sides with the pipe complete with nut & 3 mm thcik ferrado gasket . The welding is conforming to IS : 3183-1986. including hydraulic testing at site and painting with anticorreshive pasint in side and outside confirming to relevant specfication . the work shell be done including all leads and lifts as per entire satisfaction of Engineer - in - Charge.

10stage 1st 0-350 350 80mm API-X-42

11Stage 2nd84-434 350 80mm API-X-42