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NIT No MICD 30 of 2026-27 Dated 13.10.20261300 mm dia. MS Expansion joint for rectification of leakage at Lift Irrigation Station Tral Stage 3rd

I and FC

Tral Stage 3rd | Pulwama, Jammu And Kashmir

Amount: ₹19,955Closes: 24 Oct 20265d left

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Timeline

Published14 Oct 2026
Closes24 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹19,955

Closing Date

24 Oct 2026, 11:00 am5d left

Tender Inviting Organisation

Name

Executive Engineer MICD Srinagar

Address

Executive Engineer MICD Gogji bagh Srinagar

Work Description

Repairing/maintenance of 1300 mm dia. MS Expansion joint for rectification of leakage at Lift Irrigation Station Tral Stage 3rd

Tender Information

Tender ID

2026_IFC_328136_1

Reference Number

e- NIT No. MICD 30 OF 2026-27 Dated 13-10-2026

Tender Type

Open Tender

Product Category

Machineries/ Mechanical Engg Items

Form of Contract

Item Rate

Period of Work

3 days

Location

Tral Stage 3rd

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

19 documents required · 19 mandatory

Fee/PreQual/Technical

RequiredBid Security (EMD) Rs. 400/- (.pdf)

RequiredCost of Tender Document Rs. 500/- (.pdf)

RequiredValid GST registration (.pdf)

RequiredValid PAN registration (.pdf)

RequiredGovernment Contractor Registration as per appendix -I (.pdf)

RequiredDebarment/Blacklisting certificate as per appendix II (.pdf)

RequiredSite visit declaration as per appendix- III (.pdf)

RequiredTurn over certificate from CA (.pdf)

RequiredDecision as per appendix-IV. (.pdf)

Requiredterms and conditions as per appendix V (.pdf)

Requiredall annexures to this e-NIT with all its corrigendums/ addendums (if issued) by the tender inviting (.pdf)

RequiredRelevant Experience certificate (.pdf)

RequiredAccepted copy of all Annexures (.pdf)

RequiredBidders Confirmation of Annexure B, C, D and E (.pdf)

RequiredUndertaking in case for design responsibility as per appendix VII (.pdf)

RequiredUndertaking for work completion as per appendix VIII (.pdf)

RequiredUndertaking for the authentication of the documents and information submitted as per the Appendix IX (.pdf)

RequiredUndertaking as per appendix X for GST linked bank account number (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Executive Engineer MICD Srinagar

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

14 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Repairing/maintenance of 1300 mm dia.MS Expansion joint for rectification of leakage fitted in the Rising Main near pump house just after delivery manifold of LIS Tral Stage 3rd. The job involves complete draining out of 1200 mm rising main through washout and utilizing services of semi-skilled /skilled labors having good knowhow of the job. The joint needs excavation of earth pit to expose base properly for its easy dismantling. The job involves following works to be carried at site.
1.01	Earth work in bulk excavation by manual means of size 6 feet length X 6 feet width X 3 feet depth pit to expose the base of the dismantling joint for unbolting existing nuts bolts and make a working place for easy dismantling.	3.06	cum	-	-
1.02	Dismantling of whole 1300mm dia. MS Expansion Joint by way of unbolting, cutting of welded/rusted nuts /bolts utilizing gas cutter /power Grinder for the purpose.The job involves removing of slip-on/gland piece including damaged metallic packing	1	Job	-	-
1.03	Providing of graphited natural fiber (non-asbestos) packing/braided gland packing by rolling through circumference of the joint to the full extent ensuring plugging of leakage.	6	Kg	-	-
1.04	Assembling the expansion joint male and female parts with gland/slip-on piece for reinstallation and positioning precisely jointing with the flanges of rising main.	1	Job	-	-
1.05	Providing and fitting of fully threaded additional Fasteners (Nuts & Bolts with washers ) of assorted sizes (approx 300mm x20 mm)	8	Kg	-	-
1.06	After the job is completed in all means back filling of the earth pit manually with same excavated earth material (85 % of the above excavated earth)	2.6	cum	-	-
1.07	Mechanical transportation, loading, unloading and handling of various items such as tools tackles etc. using appropriate means of transport from work shop to site and back.	2	Trips	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.46 MB

Work Item Documents

BOQ_1110684.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Repairing/maintenance of 1300 mm dia.MS Expansion joint for rectification of leakage fitted in the Rising Main near pump house just after delivery manifold of LIS Tral Stage 3rd. The job involves complete draining out of 1200 mm rising main through washout and utilizing services of semi-skilled /skilled labors having good knowhow of the job. The joint needs excavation of earth pit to expose base properly for its easy dismantling. The job involves following works to be carried at site.
1.01	Earth work in bulk excavation by manual means of size 6 feet length X 6 feet width X 3 feet depth pit to expose the base of the dismantling joint for unbolting existing nuts bolts and make a working place for easy dismantling.	3.06	cum	-	-
1.02	Dismantling of whole 1300mm dia. MS Expansion Joint by way of unbolting, cutting of welded/rusted nuts /bolts utilizing gas cutter /power Grinder for the purpose.The job involves removing of slip-on/gland piece including damaged metallic packing	1	Job	-	-
1.03	Providing of graphited natural fiber (non-asbestos) packing/braided gland packing by rolling through circumference of the joint to the full extent ensuring plugging of leakage.	6	Kg	-	-
1.04	Assembling the expansion joint male and female parts with gland/slip-on piece for reinstallation and positioning precisely jointing with the flanges of rising main.	1	Job	-	-
1.05	Providing and fitting of fully threaded additional Fasteners (Nuts & Bolts with washers ) of assorted sizes (approx 300mm x20 mm)	8	Kg	-	-
1.06	After the job is completed in all means back filling of the earth pit manually with same excavated earth material (85 % of the above excavated earth)	2.6	cum	-	-
1.07	Mechanical transportation, loading, unloading and handling of various items such as tools tackles etc. using appropriate means of transport from work shop to site and back.	2	Trips	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Repairing/maintenance of 1300 mm dia.MS Expansion joint for rectification of leakage fitted in the Rising Main near pump house just after delivery manifold of LIS Tral Stage 3rd. The job involves complete draining out of 1200 mm rising main through washout and utilizing services of semi-skilled /skilled labors having good knowhow of the job. The joint needs excavation of earth pit to expose base properly for its easy dismantling. The job involves following works to be carried at site.

1.01

Earth work in bulk excavation by manual means of size 6 feet length X 6 feet width X 3 feet depth pit to expose the base of the dismantling joint for unbolting existing nuts bolts and make a working place for easy dismantling.

3.06

cum

1.02

Dismantling of whole 1300mm dia. MS Expansion Joint by way of unbolting, cutting of welded/rusted nuts /bolts utilizing gas cutter /power Grinder for the purpose.The job involves removing of slip-on/gland piece including damaged metallic packing

Job

1.03

Providing of graphited natural fiber (non-asbestos) packing/braided gland packing by rolling through circumference of the joint to the full extent ensuring plugging of leakage.

1.04

Assembling the expansion joint male and female parts with gland/slip-on piece for reinstallation and positioning precisely jointing with the flanges of rising main.

Job

1.05

Providing and fitting of fully threaded additional Fasteners (Nuts & Bolts with washers ) of assorted sizes (approx 300mm x20 mm)

1.06

After the job is completed in all means back filling of the earth pit manually with same excavated earth material (85 % of the above excavated earth)

2.6

cum

1.07

Mechanical transportation, loading, unloading and handling of various items such as tools tackles etc. using appropriate means of transport from work shop to site and back.

Trips