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| # | Company | Quoted % |
|---|---|---|
| 1 | +16.89% | |
| 2 | +1.00% |
Tender Value
Refer Docs
EMD Value
₹14,500
Closing Date
3 Jul 2026, 5:30 pmClosed
- Dinesh Sinha(DFLT)
MUNICIPAL CORPORATION, RAIPUR
श. पंकज विक्रम वार्ड क्र 58 अंतर्गत टैगोर नगर चौंक से पुजारी पार्क कब्रिस्तान मोड़ तक पाईप लाईन विस्तार कार्य।
193561
NIT NO: 490 /RAIPUR DATED: 16/06/2026
RESTRICTED TENDER
WORKS
PERCENTAGE
4 days
MUNICIPAL CORPORATION
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
12 documents required · 12 mandatory
Urban Administration and Development Department (UADD)
WORKS
- Dinesh Sinha(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
MUNICIPAL CORPORATION, RAIPUR
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, RAIPUR
120.00
4.00
No
1
193561
3 Jul, 2026 5:30:03 PM IST
8 Jul, 2026 11:30:00 AM IST
16 Jun, 2026 8:30:00 PM IST
NIT NO: 490 /RAIPUR DATED: 16/06/2026
श. पंकज विक्रम वार्ड क्र 58 अंतर्गत टैगोर नगर चौंक से पुजारी पार्क कब्रिस्तान मोड़ तक पाईप लाईन विस्तार कार्य।
14500.00 INR
Fixed Deposit Receipt (OFFLINE)
2
6 Jul, 2026 5:31:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
12 documents required · 9 mandatory · 3 optional
₹0
₹14,500
3 Jul 2026
16 Jun 2026
8 Jul 2026
16 Jun 2026
6 Jul 2026
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in-charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix )
Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unservicve able material up to lead up to 50m and lift up to 1.5m. Soft rock with or without blasting or bituminous pavement / cement concrete road.
Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018
Providing and laying in position including testing following cast iron flanged spigot (tailpiece)
Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000.
Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.
Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining.
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.
Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329 /2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018
Pumping out water caused by springs, tides or river seepage, broken water mains or drains or well or the like.
Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering& shuttering. In Plinth & Foundation 1:3:6 (M-10)
Providing & laying mechanically mixed R.C.C. excluding centering& shuttering and reinforcement in foundation/plinth (20mm graded metal) 1:11/2:3 (M-20)
boq_comp_chart.xls
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details.html
html • 1.10 MB
2946559716504411863_185743_Affidavit format (Zone Commissioner).pdf
NIT • 0.18 MB
3567835818724728024_174346_Form A.pdf
NIT • 0.19 MB
3434954127644537289_193561_2nd Call _NIT Details.docx
NIT • 0.02 MB
7785732080156748659_190421_BOQ - 18.xlsx
BOQ • 0.01 MB
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