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Tender ID
| # | Company | Quoted % | Amount | Rank |
|---|---|---|---|---|
| 1 | L1₹14.7 L | L1 | ||
| 2 | L2₹15.1 L+₹42,532 (2.90%) | L2 |
Tender Value
₹13.7 L
EMD Value
₹10,500
Closing Date
13 Apr 2026, 5:30 pmClosed
MR Rajeshwari Patel(DFLT)
MUNICIPAL CORPORATION, RAIPUR
संत रविदास वार्ड क्रं.-70 अंतर्गत ग्राम सरोना गौठान (दैहान) में मंच (स्टेज) तथा शेड निर्माण कार्य
187445
NIT NO:- 83/RMC/ZONE 08/2026 RAIPUR DATED– 19.03.2026
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
11 documents required · 11 mandatory
Urban Administration and Development Department (UADD)
WORKS
MR Rajeshwari Patel(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
MUNICIPAL CORPORATION, RAIPUR
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, RAIPUR
120
04.00
No
1
187445
13 Apr, 2026 5:30:00 PM IST
20 Apr, 2026 11:30:00 AM IST
19 Mar, 2026 5:30:00 PM IST
NIT NO:- 83/RMC/ZONE 08/2026 RAIPUR DATED– 19.03.2026
संत रविदास वार्ड क्रं.-70 अंतर्गत ग्राम सरोना गौठान (दैहान) में मंच (स्टेज) तथा शेड निर्माण कार्य
10500.00 INR
Fixed Deposit Receipt (OFFLINE)
2
17 Apr, 2026 5:30:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
25d 0h 45m
11 documents required · 8 mandatory · 3 optional
₹0
₹10,500
13 Apr 2026
19 Mar 2026
20 Apr 2026
19 Mar 2026
13 Apr 2026
19 Mar 2026
17 Apr 2026
OFFICE OF RAIPUR MUNICIPAL CORPORATION (C.G.)
Name OF Work :- CONSTRUCTION OF SHED IN GOVT. MIDDLE SCHOOL AT WARD NO. 70
S.NO. REF.NO. PARTICULAR OF ITEM No. L. B. D./H. QTY RATE UNIT AMOUNT
1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
2 1.26 Carriage by mechanical transport upto 5 km lead:
3 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 24 1.20 1.20 0.10 3.46 2659.00 Cum 9189.50
4 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 24 1.20 1.20 0.30 10.37
5 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.1 Thermo-Mechanically treated bars FE 415 8.71@100kg 1425.60 54.50 kg 77695.20
6 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
7 1.17 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.
deduct concret -17.71
8 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of thesheetand polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired byEngineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
9 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxidezinc chromate primer.
9.3.1 Electric resistance or induction butt welded tubes Grade-250 1.00 20.00 21.20 424.00
Total 1372484.64
Say Rs in Lacs 13.72485
Note:- Rate provided in above Estimate is based on S.O.R. for Building Works for P.W.D. in Force from 1st january 2015 issued by Engineer in Chief P.W.D. Raipur (C.G.)
boq_comp_chart.xls
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details.html
html • 0.02 MB
343566855441811721_173144_Form A.pdf
NIT • 0.19 MB
4879324432426183913_173144_Affidavit format.pdf
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6763340344847184381_187445_NIT Details 1st Call (3).docx
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5449851099533035318_187445_Shed Work No-2.xlsx
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