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| # | Company | Amount | Rank |
|---|---|---|---|
| 1 | L1₹26.2 L | ₹26.2 L | L1 |
| 2 | L2₹26.9 L+₹66,000 (2.52%) | ₹26.9 L+₹66,000 (2.52%) | L2 |
Tender Value
Refer Docs
EMD Value
₹24,000
Closing Date
20 Apr 2026, 5:30 pmClosed
- Ishwar Lal Tawre(DFLT)
MUNICIPAL CORPORATION, RAIPUR
नेताजी सुभाषचन्द्र बोस वार्ड क्र. 31 जोन क्र. 03 खम्हारडीह थाने के पीछे भवन में (मौसी घर में) अतिरिक्त कक्ष निर्माण कार्य। (विधायक निधि)
188157
NIT NO: 84/ZONE-3/2025-26
RESTRICTED TENDER
WORKS
PERCENTAGE
8 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
- Ishwar Lal Tawre(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
MUNICIPAL CORPORATION, RAIPUR
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, RAIPUR
120
08
No
1
188157
20 Apr, 2026 5:30:00 PM IST
23 Apr, 2026 11:30:00 AM IST
30 Mar, 2026 8:09:00 PM IST
NIT NO: 84/ZONE-3/2025-26
नेताजी सुभाषचन्द्र बोस वार्ड क्र. 31 जोन क्र. 03 खम्हारडीह थाने के पीछे भवन में (मौसी घर में) अतिरिक्त कक्ष निर्माण कार्य। (विधायक निधि)
24000.00 INR
Fixed Deposit Receipt (OFFLINE)
2
22 Apr, 2026 5:30:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
20d 22h 42m
14 documents required · 10 mandatory · 4 optional
₹0
₹24,000
20 Apr 2026
30 Mar 2026
23 Apr 2026
30 Mar 2026
20 Apr 2026
30 Mar 2026
22 Apr 2026
OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)
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S NO. SOR NO. PARTICULARS OF ITEMS QTY UNIT
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.
1.1.1 In all type of soil 106.78 cum
2 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. 8.75 Cu.M.
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). 19.068 Cu.M.
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). 106.14 CUM.
5 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: 55.19 CUM.
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:
3.12.2 Thermo-Mechanically treated bars FE 500D 10614.00 KG.
7 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. 132.84 Sq.M.
8 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape 151.20 Sq.M.
2.1.13 Weather shade, chhajja, Cornices and mouldings 9.00 Sq.M.
2.1.8 Beams, lintels, cantilevers & walls 108.00 Sq.M.
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 300.76 Sq.M.
9 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. 100.60 Cu.M.
10 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 : 6 coarse sand) 78.72 CUM.
10 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 48.16 CUM.
11 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. 1.12 Cu.M.
12 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. 22.40 Sq.M.
13 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. 54.00 Cu.M.
14 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 178.20 Sq.M.
15 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 1:6 (1 cement : 6 fine sand) 312.80 Sq.M.
16 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. 491.00 Sq.M.
17 14.13 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. 491.00 Sq.M.
18 14.9 painting exterior surface with premiumn acrylic smooth exterior emulsion . 491.00 Sq.M.
14.9.1 On new work (Two or more coats)
19 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. 23.40
20 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22.1 Satin synthetic enamel paint 58.50 Sq.M.
21 12.13 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.
22 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rainwater harvesting through tube well consisting of two layered HDPE tankwith five layers (each layers of minimum 100 mm) consist of coarse sand,4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixedbetween each layer with suitable length and sufficient numbers of 110 mmdia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2metre length on each side, Cement Concrete plateform of required sizecomplete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) 1000.00 LTR.
boq_comp_chart.xls
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details.html
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3264908909998410031_188157_Affidavit.doc
NIT • 0.05 MB
4666437133096325470_188157_NIT 84.docx
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8318936346293168650_188157_BOQ 24 Lacs.xlsx
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