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Tender Value
₹1.9 Cr
EMD Value
₹2.8 L
Closing Date
7 May 2026, 5:00 pmClosed
- ULLHAS DESHMUKH(DFLT)
EXECUTIVE ENGINEER CGKV
CONSTRUCTION OF LIVE STOCK FARM COMPLEX AT NEW COLLEGE OF VETERINARY SCIENCE & AH BILASPUR
189215
NIT NO. E.E./F-03(4)/2026-2027/24 Dated 10.04.2026
RESTRICTED TENDER
Works
EXECUTIVE ENGINEER CGKV
13 documents required · 13 mandatory
Chhattisgarh Kamdhenu Vishwavidyalaya(CGKV)
Works
- ULLHAS DESHMUKH(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C
EXECUTIVE ENGINEER CGKV
ANJORA(DURG)
CGKV DURG
No
0
189215
7 May, 2026 5:00:00 PM IST
14 May, 2026 2:00:00 PM IST
17 Apr, 2026 5:00:00 PM IST
NIT NO. E.E./F-03(4)/2026-2027/24 Dated 10.04.2026
CONSTRUCTION OF LIVE STOCK FARM COMPLEX AT NEW COLLEGE OF VETERINARY SCIENCE & AH BILASPUR
279000.00 INR
Demand Draft (OFFLINE) Fixed Deposit Receipt (OFFLINE)
18600000.00
2
12 May, 2026 5:00:00 PM IST
18600000
0.00 INR
20d 2h 38m
13 documents required · 13 mandatory
₹0
₹2.8 L
17 Apr 2026
17 Apr 2026
14 May 2026
17 Apr 2026
7 May 2026
17 Apr 2026
12 May 2026
SCHEDULE OF PROPOSED CONSTRUCTION OF OF LIVESTOCK FARM COMPLEX' AT COLLEGE OF VETERINARY SCIENCE & ANIMAL HUSBANDRY, BILASPUR.(C.G.)
C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015
S. No. S.O.R. No. PARTICULARS UNIT QTY
1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).
2 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 types of soil
3 1.6.1 Extra for every additional lift of 1.5 m or part thereof.
In all types of soil
4 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
5 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
6 3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.
For Ground Floor Cum 165.00
7 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
* 2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.
8 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
9 2.1.8 Beams, lintels, cantilevers & walls
10 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 all complete:
3.12.1 Thermo-Mechanically treated bars FE415
11 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.
12 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
13 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 formwork.
14 3.1 P&L nominal mix plain cement concrete with crushed stone…...form work
3.1.5 1:1.5:3 ( 01 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size )
15 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
16 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:
Ground Floor Cum 324.75
17 9.3 Steel work in tubular 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 oxide zinc chromate primer.
9.3.1 Electric resistance or induction butt welded tubes Grade-250
18 9.6 Steel work welded in built up sections…. Chromate primer.
9.6.2 In gratings, frames,guard bar… similar works.
19 10.12 Supply and fixing of precoated galvanized iron profile sheets (size, shapeand 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 the sheet and 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 by Engineer-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.
20 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 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 the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :
10.16.1 Ridges plain (500-600mm)
21 11.2 12mm thick cement plaster of mix:
11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)
22 11.3 15mm thick cement plaster
11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) Sqm 1295.08
23 11.5 Neat cement punning Sqm 641.25
24 14.9 Distempering with acrylic washable distemper to give even shade.
14.9.1 On new work ( Two or more coats ) Sqm 1295.08
25 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior….complete with
14.15.1 On new work ( Two or more coats ) Sqm 2070.08
26 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22.3 Aluminium Paint
27 14.12 Applying one coat of cement primer on wall surface .
Add 6 % for Electrification work
Add 6 % for Sanitary & Water Supply work
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