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Tender Value
₹1.0 Cr
EMD Value
₹78,000
Closing Date
12 Oct 2026, 5:00 pm
MR BUYER ADMIN(DFLT)
CGSMB
construction of samudayik bhawan in gram panchayat kurra, masulgondi, paleni, keshtara, construction of kisan samudayik bhawan in village nawagaonkala, gadadih and kongiyakhurd/masulgondi and cement concrete road in village chorbhatti in block-saja in mandi samiti area bemetara distt-bemetara.
200410
Sr.no/B6/paddy pur center bemetara/477/26-27/3488/raipur/17.09.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
9 days
CGSMB
Required Past Technical Experience: AS DETAILED IN NIT CONDITION
Required Financial Turnover (in INR): AS PER NIT/NIT CONDI
Required Bid Capacity (in INR): AS PER NIT/NIT CONDI
21 documents required · 21 mandatory
Chhattisgarh State Mandi Board (CGSMB)
WORKS
MR BUYER ADMIN(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C
CGSMB
TENDER SECTION
RAIPUR
120
09
No
0
200410
12 Oct, 2026 5:00:00 PM IST
21 Oct, 2026 11:00:00 AM IST
28 Sep, 2026 2:00:00 PM IST
Sr.no/B6/paddy pur center bemetara/477/26-27/3488/raipur/17.09.2026
construction of samudayik bhawan in gram panchayat kurra, masulgondi, paleni, keshtara, construction of kisan samudayik bhawan in village nawagaonkala, gadadih and kongiyakhurd/masulgondi and cement concrete road in village chorbhatti in block-saja in mandi samiti area bemetara distt-bemetara.
78000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
10373000.00
2
19 Oct, 2026 5:00:00 PM IST
10373000
AS PER NIT/NIT CONDI
AS PER NIT/NIT CONDI
AS DETAILED IN NIT CONDITION
5000.00 INR
14d 4h 10m
21 documents required · 19 mandatory · 2 optional
₹5,000
₹78,000
28 Sept 2026
28 Sept 2026
21 Oct 2026
28 Sept 2026
19 Oct 2026
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.
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).
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).
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
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
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.
Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement :4 fine sand)
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Assistant Engineer
cost Rs.(In Lac)=
Description of items
Length
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. As per SOR Item No. 1.1.1 page 9
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. As per SOR Item No. 1.1.1 page 9 Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10
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). As per SOR Item No. 3.1.2 page 23
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:As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23
Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 60 mm wide As per SOR Item No. 12.25.3 page 116
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. As per SOR Item No. 9.15 page 81
Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83
Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83
Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83
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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82
Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. 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. As per SOR Item No. 10.12 page 91
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) As per SOR Item No. 10.16.1 page 90
Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135
Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 134
cost Rs.(In Lac)=
DESCRIPTION OF ITEMS
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.
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).
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).
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
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
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.
Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement :4 fine sand)
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Assistant Engineer
cost Rs.(In Lac)=
Description of items
Length
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. As per SOR Item No. 1.1.1 page 9
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. As per SOR Item No. 1.1.1 page 9 Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10
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). As per SOR Item No. 3.1.2 page 23
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:As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23
Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 60 mm wide As per SOR Item No. 12.25.3 page 116
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. As per SOR Item No. 9.15 page 81
Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83
Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83
Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83
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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82
Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. 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. As per SOR Item No. 10.12 page 91
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) As per SOR Item No. 10.16.1 page 90
Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135
Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 134
cost Rs.(In Lac)=
DESCRIPTION OF ITEMS
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.
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).
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).
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
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
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.
Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement :4 fine sand)
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Assistant Engineer
cost Rs.(In Lac)=
Description of items
Length
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. As per SOR Item No. 1.1.1 page 9
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. As per SOR Item No. 1.1.1 page 9 Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10
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). As per SOR Item No. 3.1.2 page 23
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:As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23
Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 60 mm wide As per SOR Item No. 12.25.3 page 116
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. As per SOR Item No. 9.15 page 81
Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83
Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83
Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83
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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82
Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. 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. As per SOR Item No. 10.12 page 91
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) As per SOR Item No. 10.16.1 page 90
Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135
Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 134
cost Rs.(In Lac)=
DESCRIPTION OF ITEMS
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.
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).
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).
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
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
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.
Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement :4 fine sand)
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Assistant Engineer
cost Rs.(In Lac)=
Description of items
Length
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. As per SOR Item No. 1.1.1 page 9
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. As per SOR Item No. 1.1.1 page 9 Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10
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). As per SOR Item No. 3.1.2 page 23
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:As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23
Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 60 mm wide As per SOR Item No. 12.25.3 page 116
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. As per SOR Item No. 9.15 page 81
Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83
Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83
Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83
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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82
Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. 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. As per SOR Item No. 10.12 page 91
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) As per SOR Item No. 10.16.1 page 90
Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135
Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 134
cost Rs.(In Lac)=
DESCRIPTION OF ITEMS
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.
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).
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).
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
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
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.
Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement :4 fine sand)
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Assistant Engineer
cost Rs.(In Lac)=
Description of items
Length
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. As per SOR Item No. 1.1.1 page 9
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. As per SOR Item No. 1.1.1 page 9 Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10
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). As per SOR Item No. 3.1.2 page 23
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:As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23
Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 60 mm wide As per SOR Item No. 12.25.3 page 116
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. As per SOR Item No. 9.15 page 81
Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83
Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83
Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83
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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82
Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. 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. As per SOR Item No. 10.12 page 91
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) As per SOR Item No. 10.16.1 page 90
Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135
Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 134
cost Rs.(In Lac)=
DESCRIPTION OF ITEMS
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.
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).
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).
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
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
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.
Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement :4 fine sand)
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Assistant Engineer
cost Rs.(In Lac)=
Description of items
Length
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. As per SOR Item No. 1.1.1 page 9
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. As per SOR Item No. 1.1.1 page 9 Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10
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). As per SOR Item No. 3.1.2 page 23
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:As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96
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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23
Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 60 mm wide As per SOR Item No. 12.25.3 page 116
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. As per SOR Item No. 9.15 page 81
Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83
Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83
Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83
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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82
Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. 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. As per SOR Item No. 10.12 page 91
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) As per SOR Item No. 10.16.1 page 90
Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135
Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 134
Description of items
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). As per SOR Item No. 1.2 page 9
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 soil. As per SOR Item No. 1.1.1 page 9
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). As per SOR Item No. 3.1.2 page 22
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. As per SOR Item No. 1.18 page 12
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). As per SOR Item No. 3.2.1 page 23
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: As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17
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. As per SOR Item No. 3.13 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 45
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45
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. As per SOR Item No. 9.15 page 81
6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 1038
15mm thick cement plaster on the rough side of single or half brick wall of mix. In cement Mortar 1:5 (1 cement : 5 fine sand) As per SOR Item No. 11.3.3 page 103
Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104
Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, 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. As per SOR Item No. 12.12 page 112
Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm As per SOR Item No. 12.10.1 page 112
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm 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.Size upto 200x300mm As per SOR Item No. 12.7.1 page 112
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement As per SOR Item No. 12.37.3 page 116
Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page81
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133
Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133
Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) As per SOR Item No. 14.9.1 page 132
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. As per SOR Item No.3.16 page 24
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198
Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia As per SOR Item No. 21.5.3 page 200
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2.3 page 198
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by step drawdown method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire& labour charges of air compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200
Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 200
Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No.21.16 page 200
Say Rs. In Lacs
Assistant Engineer CG State Agriculture Marketing (Mandi) Board Division Office, DURG
Description of items
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). As per SOR Item No. 1.2 page 9
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 soil. As per SOR Item No. 1.1.1 page 9
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). As per SOR Item No. 3.1.2 page 22
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. As per SOR Item No. 1.18 page 12
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). As per SOR Item No. 3.2.1 page 23
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: As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17
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. As per SOR Item No. 3.13 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 45
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45
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. As per SOR Item No. 9.15 page 81
6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 1038
15mm thick cement plaster on the rough side of single or half brick wall of mix. In cement Mortar 1:5 (1 cement : 5 fine sand) As per SOR Item No. 11.3.3 page 103
Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104
Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, 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. As per SOR Item No. 12.12 page 112
Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm As per SOR Item No. 12.10.1 page 112
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm 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.Size upto 200x300mm As per SOR Item No. 12.7.1 page 112
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement As per SOR Item No. 12.37.3 page 116
Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page81
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133
Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133
Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) As per SOR Item No. 14.9.1 page 132
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. As per SOR Item No.3.16 page 24
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198
Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia As per SOR Item No. 21.5.3 page 200
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2.3 page 198
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by step drawdown method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire& labour charges of air compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200
Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 200
Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No.21.16 page 200
Say Rs. In Lacs
Assistant Engineer CG State Agriculture Marketing (Mandi) Board Division Office, DURG
Description of items
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). As per SOR Item No. 1.2 page 9
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 soil. As per SOR Item No. 1.1.1 page 9
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). As per SOR Item No. 3.1.2 page 22
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. As per SOR Item No. 1.18 page 12
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). As per SOR Item No. 3.2.1 page 23
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: As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17
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. As per SOR Item No. 3.13 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 45
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45
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. As per SOR Item No. 9.15 page 81
6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 1038
15mm thick cement plaster on the rough side of single or half brick wall of mix. In cement Mortar 1:5 (1 cement : 5 fine sand) As per SOR Item No. 11.3.3 page 103
Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104
Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, 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. As per SOR Item No. 12.12 page 112
Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm As per SOR Item No. 12.10.1 page 112
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm 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.Size upto 200x300mm As per SOR Item No. 12.7.1 page 112
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement As per SOR Item No. 12.37.3 page 116
Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page81
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133
Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133
Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) As per SOR Item No. 14.9.1 page 132
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. As per SOR Item No.3.16 page 24
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198
Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia As per SOR Item No. 21.5.3 page 200
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2.3 page 198
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by step drawdown method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire& labour charges of air compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200
Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 200
Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No.21.16 page 200
Say Rs. In Lacs
Assistant Engineer CG State Agriculture Marketing (Mandi) Board Division Office, DURG
Description of items
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). As per SOR Item No. 1.2 page 9
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 soil. As per SOR Item No. 1.1.1 page 9
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). As per SOR Item No. 3.1.2 page 22
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. As per SOR Item No. 1.18 page 12
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). As per SOR Item No. 3.2.1 page 23
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: As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17
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. As per SOR Item No. 3.13 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 45
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45
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. As per SOR Item No. 9.15 page 81
6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 1038
15mm thick cement plaster on the rough side of single or half brick wall of mix. In cement Mortar 1:5 (1 cement : 5 fine sand) As per SOR Item No. 11.3.3 page 103
Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104
Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, 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. As per SOR Item No. 12.12 page 112
Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm As per SOR Item No. 12.10.1 page 112
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm 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.Size upto 200x300mm As per SOR Item No. 12.7.1 page 112
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement As per SOR Item No. 12.37.3 page 116
Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page81
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133
Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133
Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) As per SOR Item No. 14.9.1 page 132
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. As per SOR Item No.3.16 page 24
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198
Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia As per SOR Item No. 21.5.3 page 200
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2.3 page 198
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by step drawdown method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire& labour charges of air compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200
Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 200
Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No.21.16 page 200
Say Rs. In Lacs
Assistant Engineer CG State Agriculture Marketing (Mandi) Board Division Office, DURG
Description of items
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). As per SOR Item No. 1.2 page 9
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 soil. As per SOR Item No. 1.1.1 page 9
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). As per SOR Item No. 3.1.2 page 22
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. As per SOR Item No. 1.18 page 12
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). As per SOR Item No. 3.2.1 page 23
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: As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17
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. As per SOR Item No. 3.13 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 45
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45
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. As per SOR Item No. 9.15 page 81
6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 1038
15mm thick cement plaster on the rough side of single or half brick wall of mix. In cement Mortar 1:5 (1 cement : 5 fine sand) As per SOR Item No. 11.3.3 page 103
Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104
Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, 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. As per SOR Item No. 12.12 page 112
Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm As per SOR Item No. 12.10.1 page 112
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm 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.Size upto 200x300mm As per SOR Item No. 12.7.1 page 112
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement As per SOR Item No. 12.37.3 page 116
Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page81
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133
Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133
Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) As per SOR Item No. 14.9.1 page 132
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. As per SOR Item No.3.16 page 24
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198
Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia As per SOR Item No. 21.5.3 page 200
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2.3 page 198
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by step drawdown method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire& labour charges of air compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200
Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 200
Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No.21.16 page 200
Say Rs. In Lacs
Assistant Engineer CG State Agriculture Marketing (Mandi) Board Division Office, Raipur
Description of items
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). As per SOR Item No. 1.2 page 9
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 soil. As per SOR Item No. 1.1.1 page 9
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). As per SOR Item No. 3.1.2 page 22
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. As per SOR Item No. 1.18 page 12
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). As per SOR Item No. 3.2.1 page 23
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: As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17
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. As per SOR Item No. 3.13 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 45
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45
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. As per SOR Item No. 9.15 page 81
6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 1038
15mm thick cement plaster on the rough side of single or half brick wall of mix. In cement Mortar 1:5 (1 cement : 5 fine sand) As per SOR Item No. 11.3.3 page 103
Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104
Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, 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. As per SOR Item No. 12.12 page 112
Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm As per SOR Item No. 12.10.1 page 112
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm 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.Size upto 200x300mm As per SOR Item No. 12.7.1 page 112
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement As per SOR Item No. 12.37.3 page 116
Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page81
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133
Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133
Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) As per SOR Item No. 14.9.1 page 132
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. As per SOR Item No.3.16 page 24
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198
Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia As per SOR Item No. 21.5.3 page 200
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2.3 page 198
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by step drawdown method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire& labour charges of air compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200
Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 200
Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No.21.16 page 200
Say Rs. In Lacs
Assistant Engineer CG State Agriculture Marketing (Mandi) Board Division Office, Raipur
Description of items
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). As per SOR Item No. 1.2 page 9
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 soil. As per SOR Item No. 1.1.1 page 9
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). As per SOR Item No. 3.1.2 page 22
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. As per SOR Item No. 1.18 page 12
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). As per SOR Item No. 3.2.1 page 23
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: As per SOR Item No. 3.4 page 23
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 As per SOR Item No. 3.12.1 page 24
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17
Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17
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. As per SOR Item No. 3.13 page 24
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: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 45
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45
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. As per SOR Item No. 9.15 page 81
6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103
12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 1038
15mm thick cement plaster on the rough side of single or half brick wall of mix. In cement Mortar 1:5 (1 cement : 5 fine sand) As per SOR Item No. 11.3.3 page 103
Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104
Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, 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. As per SOR Item No. 12.12 page 112
Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm As per SOR Item No. 12.10.1 page 112
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm 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.Size upto 200x300mm As per SOR Item No. 12.7.1 page 112
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement As per SOR Item No. 12.37.3 page 116
Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page81
Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133
Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133
Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) As per SOR Item No. 14.9.1 page 132
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. As per SOR Item No.3.16 page 24
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198
Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia As per SOR Item No. 21.5.3 page 200
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2.3 page 198
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by step drawdown method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire& labour charges of air compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200
Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 200
Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No.21.16 page 200
Say Rs. In Lacs
Assistant Engineer CG State Agriculture Marketing (Mandi) Board Division Office, Raipur
DESCRIPTION OF ITEM
Excavation in Soil (by Manual Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto1000 meters as per relevant clauses of section 300.
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only) SOR PAGE 15 Item No. 4.1(B)
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) P.C.C. M-20
Assistant Engineer CG State Agriculture Marketing (Mandi) Board, Durg
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