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| # | Company | Quoted % | Amount | Rank |
|---|---|---|---|---|
| 1 | L1₹17.9 L | L1 | ||
| 2 | L2₹18.8 L+₹90,000 (5.03%) | L2 |
Tender Value
₹18 L
EMD Value
₹13,500
Closing Date
11 May 2026, 5:30 pmClosed
MR rakesh sharma(Shivpur)(DFLT)
MUNICIPAL CORPORATION, RAIPUR
अधोसंरचना मद के तहत लाल बहादुर शास्त्री वार्ड क्रमांक-51 अंतर्गत जोरा तालाब साहू भवन के पास सामुदायिक भवन निर्माण कार्य
189283
NIT NO: 62/PWD/Zone-9/2026 RAIPUR DATED: 18/04/2026
RESTRICTED TENDER
WORKS
PERCENTAGE
7 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
MR rakesh sharma(Shivpur)(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
MUNICIPAL CORPORATION, RAIPUR
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, RAIPUR
120
07
No
1
189283
11 May, 2026 5:30:00 PM IST
13 May, 2026 11:30:00 AM IST
18 Apr, 2026 4:00:00 PM IST
NIT NO: 62/PWD/Zone-9/2026 RAIPUR DATED: 18/04/2026
अधोसंरचना मद के तहत लाल बहादुर शास्त्री वार्ड क्रमांक-51 अंतर्गत जोरा तालाब साहू भवन के पास सामुदायिक भवन निर्माण कार्य
13500.00 INR
Fixed Deposit Receipt (OFFLINE)
2
12 May, 2026 5:00:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
23d 17h 9m
12 documents required · 9 mandatory · 3 optional
₹0
₹13,500
11 May 2026
18 Apr 2026
13 May 2026
18 Apr 2026
11 May 2026
18 Apr 2026
12 May 2026
NAGAR PALIK NIGAM RAIPUR ZONE-09
NAME OF THE WORK - LAL BAHADUR SHASHTRI WARD NO - 51 ANTARGAT JORA TALAB SAHU BHAWAN KE PAAS SAMUDAIK BHAWAN NIRMAN KARYA
S NO. PARTICULARS OF ITEMS QTY. UNIT
[ Rate as per BLDG. SOR 01.01.2015]
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 type of soil
2 (Page No.- 23, Item No.- 3.1.2)
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.
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
3 (Page No.- 16, Item No.- 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.
Ground Level Beam
2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape
2.1.13 Weather shade, chhajja, Cornices and mouldings
2.1.8 Beams, lintels, cantilevers & walls
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
4(a) ( Page No.- 23, Item No.- 3.2.1)
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.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
Ground Level Beam
Slab Level Beam
4(b) (Page No.- 23, Item No.- 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:
5 ( Page No.- 24, Item No.- 3.12.1)
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:
Thermo-Mechanically treated bars FE 415 6531.84 Kg.
Brick work with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in foundation and plinth in:
Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 11.46 Cu.M.
7 ( Page No.- 24, Item No.-3.13)
Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.
8 (Page No.- 24, Item No.- 3.15)
Applying a coat of hot bitumen VG-10 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
9 (Page No.- 11, Item No.- 1.18)
Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
BELOW Sub base 120.00 Cu.M.
Brick work with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in foundation and plinth in:
Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 57.60 Cu.M.
11 (Page No.103, Item No.-11.2.4)
Providing and making 12mm thick cement plaster of mix:
In Cement Mortar 1:6 (1 cement : 6 fine sand) 269.40 Sq.M.
12 (Page No.103, Item No.-11.3.4)
Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
In Cement Mortar 1:6 (1 cement : 6 fine sand) 196.80 Sq.M.
13 (Page No.- 111, Item No.-12.3.2)
Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement.
Brick steps 100.80 Sq.M.
16 (Page No.81, Item No.9.15)
Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
Plain grill Sq.M.
17 (Page No.- 134, Item No.- 14.22.1)
Painting on new work (two or more coats) to give an even shade with:
Satin synthetic enamel paint 58.50 Sq.M.
18 ( Page No.- 132, Item No.- 14.9.1 )
painting exterior surface with premiumn acrylic smooth exterior emulsion .
On new work (Two or more coats)
19 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even. 466.20 Sq.M.
20 White washing with lime to give an even shade
14.5.1 On new work (Three or more coats) 466.20 Sq.M.
21 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
Size 600x600mm 102.00 Sq.M.
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 type of soil
23 (Page No.- 23, Item No.- 3.1.2)
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.
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
24 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm
12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks
25 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.
3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.09 CUM.
ADD ELECTRICAL WORKS 187295
boq_comp_chart.xls
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details.html
html • 0.02 MB
1594536168509319047_186337_Affidavit format.pdf
NIT • 0.06 MB
2270533856819043254_186337_Form A.pdf
NIT • 0.19 MB
295537425557855770_189283_adho.doc
NIT • 0.10 MB
5822677671446249048_189283_WARD-51 JORA TALAB SAHU BHAWAN KE PAS SAMUDAYIK BHAWAN.xlsx
BOQ • 0.02 MB
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