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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 592 MAULI JAGRAN CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | Admitted-Finance |
| 2 | Admitted-Finance 222 HSIDC BARWALA PANCHKULA | PANCHKULA | HARYANA | 133301 | Admitted-Finance |
Tender Value
₹1.9 L
EMD Value
₹3,875
Closing Date
18 Feb 2026, 2:00 pmClosed
Executive Engineer
EEMCPH Division No. 1, Sec-11, Chd
REPAIR AND RECTIFICATION OF CRACKED GI WATER SUPPLY LINE OF VARIOUS SIZES AT VARIOUS LOCATIONS UNDER MTC. BOOTH, SECTOR 32, CHANDIGARH UNDER THE CHARGE OF SDE, SUB DIVISION NO. 17, CHANDIGARH(CH. TO. REVENUE HEAD).
2026_MCC_90608_1
2026_MCPH1_039
Open Tender
Public Health Estate Works
Percentage
60 days
Chandigarh
Please refer tender documents.
2 documents required · 2 mandatory
₹0
₹3,875
12 Mar 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR I. No. 2.8.1)
Providing and fixing G.I. pipes complete with G.I. fittings includings trenching and refilling etc. (NS)
15mm dia nominal bore
20mm dia nominal bore
25mm dia nominal bore
32mm dia nominal bore
Providing & fixing of GM Ferrule Heavy duty complete in all respects (NSI)
1/2" i/d ferrule
3/4" i/d ferrule
1" i/d ferrule
Providing & fixing of brass peal valve/ Ball valve/Stop cock ISI marked with GI pipe, nipple etc. complete in all respects (NSI)
Extra for cutting through metalled road/Paver blocks and stacking the material out side complete in all resects. (NS)
Supplying and Filling in plinth with sand under road cut portion, floors, including watering, ramming, consolidating and dresssing complete , (sand will be taken from C&D waste plant) (NS)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (As per DSR I. No. 2.25)
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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BOQ_110810.xls
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