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Tender ID
| # | Company | Quoted % | Amount | Rank |
|---|---|---|---|---|
| 1 | L1₹10.8 L | L1 | ||
| 2 | L2₹11.0 L+₹26,500 (2.46%) | L2 |
Tender Value
₹10 L
EMD Value
₹7,500
Closing Date
23 Mar 2026, 5:30 pmClosed
MR Rajeshwari Patel(DFLT)
MUNICIPAL CORPORATION, RAIPUR
पं. जवाहरलाल नेहरू वार्ड क्रं.-02 अंतर्गत कबी रनगर अम्बेडकर चौक के पास सामुदायिक भवन निर्माण कार्य (अधोसंरचना मद)
186474
NIT NO:- 78/RMC/ZONE 08/2026 RAIPUR DATED–27.02.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
6 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
06.00
No
1
186474
23 Mar, 2026 5:30:00 PM IST
30 Mar, 2026 11:30:00 AM IST
27 Feb, 2026 5:30:00 PM IST
NIT NO:- 78/RMC/ZONE 08/2026 RAIPUR DATED–27.02.2026
पं. जवाहरलाल नेहरू वार्ड क्रं.-02 अंतर्गत कबी रनगर अम्बेडकर चौक के पास सामुदायिक भवन निर्माण कार्य (अधोसंरचना मद)
7500.00 INR
Fixed Deposit Receipt (OFFLINE)
2
26 Mar, 2026 5:30:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
23d 19h 43m
11 documents required · 8 mandatory · 3 optional
₹0
₹7,500
23 Mar 2026
27 Feb 2026
30 Mar 2026
27 Feb 2026
23 Mar 2026
27 Feb 2026
26 Mar 2026
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OFFICE OF RAIPUR MUNICIPAL CORPORATION (C.G.)
Name of Work :- construction of samudayik bhawan In Kabeer Nagar Ambedker Chowk At Pt. Jawaharlal Nehru Ward-02
As per Building SOR 01.01.2015 & Electrical 2020
S.No. Description and details of work NO L B D QTY UNIT RATE 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. In all types of soils.
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).
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 20mmnominal size).
5 3.2.1+3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
6 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 500D
7 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorumunder floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete.
8 2.1 providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
Column fooling 4x4 1.20 0.20 3.84
Column upto plinth beam 12 1.00 1.00 12.00
Plinth beam 1x2 4.90 0.30 2.90
2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 4 1.00 3.20 12.80
2.1.13 Weather shade, chhajja, Cornices and mouldings 1 1.50 0.60 0.90
2.1.8 Beams, lintels, cantilevers & walls
2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
9 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 5 coarse sand)
10 7.5.4+7.6 Extra for brick work in uperstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
11 7.5.4+7.6 Extra for brick work in uperstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
12 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
7.11.1 Cement Mortar 1:3 (1 cement : 3 coarse sand) 1 3.60 3.30 11.88
13 11.1 Providing and making 6mm thick cement plaster of mix
11.1.2 In Cement mortar 1:3 (1 cement : 3 fine sand) 1 3.60 3.20 11.52
14 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
11.3.4 In Cement Mortar 1:5 (1 cement : 5 fine sand) 1x2 3.60 3.30 23.76
15 11.2 Providing and making 12mm thick cement plaster on the rough side of single or half brick wall of mix:
11.2.4 In Cement Mortar 1:4 (1 cement : 4 fine sand) 1x2 17.20 3.30 113.52
16 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
17 12.9 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick CementMortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.
12.9.2 Size above 300x300mm
Toilet floor 1x2 1.80 1.20 4.32
18 12.13 Providing and laying vitrified floor tiles with double charge/ multi chargeprinting with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentionedbelow (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement andmatching pigments etc. complete.
12.13.1 Size 600x600mm
19 14.51 Providing and applying 2mm thick ready mix exterior grade putty (manufactured with cow dung processing ) on walls to make the surface smooth aid even.
20 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80litrs/10 sqm) complete 696.64 Sqm 23.00 16022.61
21 14.11 Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade
14.11.1 On new work (two or more coats) 508.32 Sqm 52.50 26686.80
22 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22.1 Satin synthetic enamel paint 1x2 2.00 2.10 8.40
Total 826829.03
Add 9% Electrical Work 74414.61
Add 5% Sanitary 41341.45
Add 5% Water Supply 41341.45
Rain Water Harvesting 15000.00
TOTAL 998926.55
Say Rs in Lacs 10.00
Technically Sanctioned for Rs.10.00 Lacs
In Words Rs. Ten Lacs Only
boq_comp_chart.xls
BOQ Comparative Chart • 0.02 MB
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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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3871173230020906039_186474_NIT Details 1st Call (2).docx
NIT • 0.04 MB
4686746927820985975_186474_3 BOQ.xlsx
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