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| # | Company | Amount | Rank |
|---|---|---|---|
| 1 | L1₹25.0 L | ₹25.0 L | L1 |
Tender Value
₹20.9 L
EMD Value
₹21,000
Closing Date
16 May 2026, 5:30 pmClosed
- Sheckhar Singh(DFLT)
MUNICIPAL CORPORATION, RAIPUR
पं रविशंकर शुक्ल वार्ड क्र 34 अंतर्गत राजातालाब में अहिल्या बाई चौक से अर्जुन चौक तक 150 एम.एम. डी.आई. पाईप लाईन बिछाने एवं इंटरकनेक्शन का कार्य। (द्वितीय निविदा)
190125
NIT NO: 08 RAIPUR DATED: 30.04.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
3 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
14 documents required · 14 mandatory
Urban Administration and Development Department (UADD)
WORKS
- Sheckhar Singh(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
MUNICIPAL CORPORATION, RAIPUR
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, RAIPUR
120.00
3.00
No
1
190125
16 May, 2026 5:30:18 PM IST
19 May, 2026 5:30:47 PM IST
30 Apr, 2026 6:30:59 PM IST
NIT NO: 08 RAIPUR DATED: 30.04.2026
पं रविशंकर शुक्ल वार्ड क्र 34 अंतर्गत राजातालाब में अहिल्या बाई चौक से अर्जुन चौक तक 150 एम.एम. डी.आई. पाईप लाईन बिछाने एवं इंटरकनेक्शन का कार्य। (द्वितीय निविदा)
21000.00 INR
Fixed Deposit Receipt (OFFLINE)
2088000.00
2
18 May, 2026 5:30:33 PM IST
2088000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
15d 22h 47m
14 documents required · 9 mandatory · 5 optional
₹0
₹21,000
16 May 2026
30 Apr 2026
19 May 2026
30 Apr 2026
16 May 2026
30 Apr 2026
18 May 2026
BOQ For Pipe line interconnection & laying work at ward - 00 under zone 4
Sn ITEM OF WORK QTY Unit RATE AMOUNT
1 Demolishing cement concrete manually / bymechanical 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 ) 85.05 cum
2 Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed 661.00 cum
3 Pumping outwater causedbysprings, tides or riverseepage,broken water mains or drains or well or the like.take 70% of item No -18.16 300.00 KL
4 Providing, laying and jointing including testing followingsocket & 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
100mm Dia 400.00 Metre
150mm Dia 220.00 meter
5 Labour for laying in position including testing following socket & spigot Ductile Iron (K-9) pressure pipes
100mm Dia 400.00 metre
150mm Dia 220.00 meter
6 Providing Rubber ISI marked Gasket (push on) joint as per IS:5382/2018 to following DI pipes class K-7 and K-9 including testing of joints and cost of jointing materials (Rubber Gasket and soap solution etc.)
100mm Dia 64.00 each
150mm Dia 16.00 each
7 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
100mm 8.00 each
150mm 4.00 each
8 Providing and Laying including testing Ductile Iron All socket Tees 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.
150mm x 100mm 2.00 each 1428
9 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
100mm dia CLASS PN-10 4.00 Each
150 mm dia CLASS PN-10 2.00 Each
10 Providing and fixing followinggate (full way) valves tested to300lbs/Sq inch or 21.00 kg/sq.cm.confirming to IS 778/1984(Reaffirmed 2005) Class-I
50mm dia 2.00 each
11 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. 100 mm
150 mm Dia 2.00 each
12 Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.100 mm
100 mm Dia 2.00 each
11 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply) 49.80 cum
12 Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils , sum of item no -( =18.16) 594.90 cum
13 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate
18 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.
boq_comp_chart.xls
BOQ Comparative Chart • 0.02 MB
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details.html
html • 1.10 MB
3644318791925463424_190125_NIT DETAILS ZONE-4 27.docx
NIT • 0.04 MB
1698411506068339322_190125_Affidavit format.doc
NIT • 0.05 MB
7373745036073979545_190125_BOQ PIPELINE RS.xlsx
BOQ • 0.01 MB
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