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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹5.1 L
EMD Value
₹10,231
Closing Date
30 Oct 2026, 3:00 pm3d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
AE-C-4
Assistant Engineer, Chandigarh Central Sub Division-4, CPWD, Sector-7B, Chandigarh
Construction of Toilet Block for Security Personnel in Girl Hostel at National Institute of Fashion Technology NIFT at Sector 23 Panchkula Haryana
173193
18/EE/CHD-II/2026-27
OPEN
Civil Works - Buildings
NCB
4 months
Panchkula, Haryana
16 documents required · 16 mandatory
₹10,231
Not Applicable
23 Oct 2026
23 Oct 2026
30 Oct 2026
30 Oct 2026
29 Oct 2026
E/w in Excavation…..
Front & Back Wall (Nos. = 36.60/3 = 13 + 1 = 14 nos.) = 2x14 = 28
Side Walls (Nos. = 40.90/3 = 14 + 1 = 15 nos.)
For Plinth Beam Front & Back Side = (L = 36.60 - 14x1.20 = 19.80)
Side Wall (L = 40.90 - 15x1.20 = 22.90 m)
TOTAL
Back Filling…
Taking 33% of the Qty. Under E/w
TOTAL
PCC for coping…
For coping over boundary wall
On Front & Back Wall
Side Wall
For Anchor Blocks (36.60+40.90+36.60 = 114.10)/3 = 39 nos.
TOTAL
PCC in Foundation…
Front & Back Wall (Nos. = 36.60/3 = 13 + 1 = 14 nos.) = 2x14 = 28
Side Walls (Nos. = 40.90/3 = 14 + 1 = 15 nos.)
For Plinth Beam Front & Back Side = (L = 36.60 - 14x1.20 = 19.80)
Side Wall (L = 40.90 - 15x1.20 = 22.90 m)
TOTAL
Shuttering (in Foundation Sides…)
For Boundary Wall Foundation
Front & Back Wall (2x14x4 = 112)
Side Wall (15x4 = 60)
TOTAL
Shuttering (in Foundation Beam…)
For Plinth Beam Front & Back Side
Side Wall
TOTAL
Column Shuttering….
For Columns
Front & Back Wall (Nos. = 4x2x14 = 112 nos.)
Side Walls (Nos. = 4x15 = 60)
TOTAL
Anchor Block Shuttering…
Anchor Block (Nos. = 2x39 = 78)
TOTAL
Edges of Slab Shuttering…
For Side of Coping
Front & Back Side
Side Wall
TOTAL
Steel work below Plinth….
Steel @140 Kg/Cum of RCC work Below Plinth Level
TOTAL
RCC Work in Foundation….
For Boundary Wall Foundation
Front & Back Wall (Nos. = 36.60/3 = 13 + 1 = 14 nos.) = 2x14 = 28
Side Walls (Nos. = 40.90/3 = 14 + 1 = 15 nos.)
For Plinth Beam Front & Back Side
Side Wall
For Columns
Front & Back Wall (Nos. = 36.60/3 = 13 + 1 = 14 nos.) = 2x14 = 28 (Ht. = 1.20 + 1.20 -0.15 - 0.40 - 0.30 = 1.55 m)
Side Walls (Nos. = 40.90/3 = 14 + 1 = 15 nos.)
TOTAL
B/w Below Plinth Level…
Front & Back Wall = (L = 36.60 - 14x0.30 = 32.40 m)
Side Wall = (L = 40.90 - 15x0.30 = 36.40 m)
TOTAL
MS Grill…
Over Boundary Wall (L = 36.60+40.90+36.60 = 114.10 m)
Wt. @ 15 Kg/ Sqm
Steel Work (For Gate)....
Main Gate
Wt. @ 20 Kg/ Sqm
15 mm Cement Plater (1:6)….
Front & Back Side
Side Walls
TOTAL
Cement Pointing…
Front & Back Side
Side Walls
TOTAL
Texture Paint...
Inner Face (15 mm plaster)
Outer Face (Cement Pointing)
TOTAL
Synthetic Enamel Paint…
Over Boundary wall Grill (2x0.50 = 1.00)
For Gate (2x2x0.50 = 1.00)
TOTAL
Analysis of Rates
Item No. :- 5.5
NS item Based on DSR'16
18 mm thick Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Based on DSR Item No. - 8.11.1
Details of cost for 0.5 sqm MATERIAL Finished work= 0.5 sqm Add for wastage @ 20%=0.1 sqm Total 0.60 sqm
MATERIAL:
18 mm thick Flamed finish granite stone slab
Carriage of stone slab Cement mortar 1:3 (1 Cement:3 Coarse sand)
Rate as per Item No.3.8 of SH: MORTARS
White Cement Slurry @ 3.3kg/sqm
Carriage of white Cement
Mortar for pointing in white cement (11.22)
LABOUR :
Mason (for ornamental stone work) 1st class
Bandhani
Beldar
Coolie
Bhisti
Blacksmith 1st class
Scaffolding
TOTAL =
Add Water charges @1% =
TOTAL =
Add CPOH @15% on 'Y'
TOTAL =
Cost of 0.5 sqm =
Cost of 1 sqm
AE(P)/CCD-II
Item No. 6.2 Based on DSR
Based on DAR Item No.- 9.20.1/ P- 394
Details of cost for 2.2 Sqm
MATERIAL :
Block board construction flush door with teak wood ply on both faces 35 mm thick
Carriage of Door
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 12817 marked
Stainless steel screws 40 mm
LABOUR :
For fixing shutters and fittings
Carpenter (average)
Beldar
TOTAL
Add @1% water charges
TOTAL
Add @ 15% CPOH
Cost of 2.2 Sqm
Cost per Sqm
AE(P)/CCD-II
Item No. 6.19
Based on DAR item no. 9.57.1/P- 440
Details of cost for ten hinges
MATERIAL :
LABOUR :
Carpenter 2nd Class
Beldar
TOTAL
Add @1% water charges
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add @ 15% CPOH
Cost of 10 nos.
Cost of Each
AE(P)/CCD-II
Item No. 6.20
ANALYIS OF RATES
Based on DAR item no. 9.76/P- 464
Details of cost for Each
MATERIAL :
LABOUR :
Carpenter 1st Class
Sundries (Screws, carriage etc.)
TOTAL
Add @1% water charges
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add @ 15% CPOH
Cost of Each
AE(P)/CCD-II
Item No. 6.33
Analysis of Rates
Based on Item no. 9.35.3/ P -417
Details of cost for one sqm
Consider Area= 4.20x2.40 =10 .08 sqm
MATERIAL :
Cost of 15mm wooden wall Panels (taking 10% wastage)
Carrier profile ( GI channel of wt 325 gm/mtr)
25 mm thick Rockwool of density 48kg/cum
GI clips
PVC gitti
wooden screws
LABOUR :
Carpenter 2nd Class
Beldar
Sundries rawl plugs screws adehesice etc
TOTAL
Add 1 % for water charges
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add 15 % for contractor's profit and overheads
Cost for 10.08 sqm.
Cost for 1.00 sqm.
AE(P)/CCD-II
Item No. 6.38
Analysis of Rates
Based on Item no. 9.35.3/ P -417
Details of cost for one sqm
Consider Area= 4.20 x 2.40 = 10 .08 Sqm
MATERIAL :
Cost of 25mm wall Panels (taking 10% wastage)
GI impaer of size 75x100 mm
LABOUR :
Carpenter 2nd Class
Beldar
Sundries rawl plugs screws adehesice etc
TOTAL
Add 1 % for water charges
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add 15 % for contractor's profit and overheads
Cost for 10.08 sqm.
Cost for 1.00 sqm.
AE(P)/CCD-II
Item No. 7.2
Analysis of Rates
Details of cost per Kg
MATERIAL:
TOTAL
Add Water charges @1%
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add CPOH @15%
Cost of 1 Kg
AE(P)/CCD-II
Item No. 8.5
Analysis of Rates
Based on DAR Item No.- 11.37/ P -667
Details of cost for 1 sqm
MATERIAL
Rectified Matt finish digital Vitrified floor tiles 600x600 mm size = 1.000 sqm
Add for wastage & breakage @ 2.5 % = 0.025 sqm
Total = 1.025 sqm
Carriage of tiles
20 mm thick Cement mortar 1 : 4 (1 cement : 4 coarse sand)
Rate as per Item Number 3.9 of SH: Mortars
Mortar for pointing in white cement
Cement for slurry over bed @ 3.3 kg per sqm
Portland Cement
LABOUR
Mason (brick layer) 1st class
Coolie
Sundries including carriage of cement etc
TOTAL
Add 1 % for water charges
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add 15 % for contractor's profit and overheads
Cost for 1 sqm
AE(P)/CCD-II
SUB A/R
Cement mortar 1:4 (1 cement : 4 coarse sand).
Details of cost for 1 cum
MATERIAL
(0.268 cum. of cement = 0.38 tonne) Cement required for cement mortar is 26.80%
Portland Cement (OPC-43 grade)
Carriage of Cement
Coarse sand (zone III)
Carriage of Coarse sand
LABOUR
For measuring, carrying, depositing and mixing-
Beldar
Bhisti
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Item No. 8.6
Analysis of Rates
Providing and fixing wooden laminating Flooring AC-5 (Grooveless) 12 mm thick conforming to European standard of high density fiber board (HDF EI) core with or design layer on top protected by a high wear and scratch resistant over lay and a balancing backing 2mm silent pro at the bottom of laminated wooden panels to reduce the room sound i/c under layer of transparent polythene layer of at least 30micron thick and 2mm thick foam of superior quality etc. all complete as per the direction of Engineer-in-charge.
Details of cost for 1.00 Sqm.
MATERIAL
LABOUR
(@12.00/Sqft or 129.10/m²)
TOTAL
Add 1 % for water charges
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add 15 % for contractor's profit and overheads
TOTAL
Cost of 1 sqm.
AE(P)/CCD-II
Item No. 10.7
Detail of cost for 10 sqm
Based on DAR-2007/Item No.13.80
MATERIAL
Cement base wall care putty.
LABOUR
Mason (for plaster of paris work) 1st class.
Beldar
Scaffolding (Considering half of Rs. 40/-)
Total
Add 1 % for water charges
Total
Add GST 12% on ( multiplying factor 0.1405) =
Total
Add 15 % for contractor's profit and overheads
Total
Cost of 10.00 sqm
Cost of 1.00 sqm
AE(P)/CCD-II
Item No.10.8
A/R based on labour Bureau Building
Detail of cost for 10 Sqm
Materials:-
Water based siller 0.15 ltr/sqm for two or more coats
PU 0.15 ltr/sqm for two or more coats
Labour
TOTAL
Add 1% for water charges
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
TOTAL
Add 15% for contractor’s profit and overheads
Cost for 10 Sqm
Cost for 1 Sqm
AE(P)/CCD-II
Item No. 12.19.1
ANALYSIS OF RATES
Rectangular shape
Based on DAR item no-17.32.4/ P-1106
Details of cost for one sqm
MATERIAL:
Mirror 1.50 X 0.45 = 0.675 Sqm
Add Wastage @ 10% = 0.0675 Sqm
Total = 0.7425 Sqm = 0.74 Sqm
Rectangular shape mirror with Plastic moulded frame
Cement bonded wood particle board 1.50 X 0.45 = 0.675 Sqm
Add Wastage @ 10% = 0.0675 Sqm
Total = 0.7425 Sqm = 0.74 Sqm
Multipurpose cement bonded wood particle board 8mm thick
Rawl plug 50 mm (designation 10 nos)
Chromium plated Brass screws 25 mm
Sundries
Carriage of materials
LABOUR:
Carpenter 2nd class
Beldar
TOTAL
Add water charges @1%
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
TOTAL
Add CPOH @ 15%
Cost of 0.74 Sqm
Cost of 1.00 Sqm
AE(P)/CCD-II
Item No. 12.20
Refer DSR item No.17.7.5
Details of cost for one no.
MATERIALS
Under counter white vitreous china wash basin of size 480x370x200mm of jaquar make CNS-WHT-701.
32mm waste coupling code ALD-709L130 jaquar make with 130mm height.
Red Lead, white lead and gasket.
Cement sand grit etc.
LABOUR
Fitter (Grade-I)
Mason (1st class)
Beldar
Total
Add 1% water charges
Total
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405)
Total
Add 15% for contractor's profit and overheads.
Cost for 1 No.
Say Rs.
AE(P)/CCD-II
Item No. 12.21
Analysis of Rates
N.S. items
Details of cost for one no.
MATERIALS
8mm thick toughened glass of size 450X900mm of jaquar MAKE
Fixing charges.
Add 1% water charges
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
Say Rs.
AE(P)/CCD-II
Item No. 12.22
Analysis of Rate
Based on DAR item no-18.21.1.1/ P-1201
Details of cost for one no.
MATERIAL :
LABOUR :
fixing charges
TOTAL
Add 1% for water charges
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
Say Rs.
AE(P)/CCD-II
Item No. 12.23
ANALYSIS OF RATES
Detail of cost for 1 No.
MATERIAL :
Stainless steel grating
LABOUR :
For fixing i/c white cement etc.
TOTAL
Add 1% water charges
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
Say Rs.
AE(P)/CCD-II
Item No. 12.26
Analysis of Rates
Based on DAR Item No. - 17.34.1/ P - 1107
Details of cost for 1 no.
MATERIAL :
Wooden cleats
Rate as per item no 9.32 of SH : Wood and PVC work
Chromium plated Brass screws 25 mm
LABOUR :
Carpenter -II class
Beldar
TOTAL
Add 1% for water charges
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
AE(P)/CCD-II
Item No. 13.18
Analysis of Rates
Based on DAR item no-18.21.2.1/ P-1201
Details of cost for one no.
Materials :-
Carriage of material and fixing charges
TOTAL
Add 1% for water charges
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
AE(P)/CCD-II
Item No. 13.19.1
Analysis of Rates
15 mm nominal bore
Based on DAR Item No. - 18.49.1/ P-1258
Details of cost for one no.
MATERIAL:
Carriage of materials and fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
AE(P)/CCD-II
Item No. 13.20.1
Analysis of Rates
15 mm nominal bore
Based on DAR Item No. - 18.53.1/ P-1259
Details of cost for one no.
MATERIAL:
fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
AE(P)/CCD-II
Item No. 13.21.1
Analysis of Rates
Based on labour Bureau A/R
Details of cost for one no.
MATERIALS :
TOTAL
Add for water charges @ 1%
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
Add 15% for contractor's profit and overheads.
Cost for 1 No.
AE(P)/CCD-II
First of all the surface shall be cleaned,all unevenness should be rubbed down smooth with sand paper, holes & indentations on the surface shall be filled with wood filler made by wood powder & glue (fevicol etc.) the surface shall be again rubbed down perfectly smooth with grinding paper & wiped clean.
Then applying a coat of water base sealer @ 0.075 ltr/sqm consistent as under coat with PU coating of approved make with spray gun & allow to dry. The surface is again grinded with fine grained grinding paper & wiped clean.
Then applying a second coat of water base sealer @ 0.075 ltr/sqm consistent as under coat with PU coating of approved make with spray gun & allow to dry. The surface is again grinded with fine grained grinding paper & wiped clean.
Then 1st coat of PU polish is applied @ 0.075 ltr/sqm with spray gun and allowed to dry The surface is again grinded with fine grained sand paper & wiped clean to give a very even & smooth surface.
Then 2nd & more coat (if required) of PU polish is applied @ 0.075 ltr/sqm with gun to give the high glass finish surface complete as per the direction of Engineer-in-charge.
Detail of cost for 10 Sqm
Materials:-
Water based siller 0.15 ltr/sqm for two or more coats
PU 0.15 ltr/sqm for two or more coats
Labour
TOTAL
Add 1% for water charges
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
TOTAL
Add 15% for contractor’s profit and overheads
Cost for 10 Sqm
Cost for 1 Sqm
MEASUREMENTS
Item No.
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6 (1 cement: 6 coarse sand)
Qty same as per item no 1
Total
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
Water thinnable cement primer
Qty same as per item no.1
Total
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
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)
Qty same as per item no.1
Total
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth Complete
Qty same as per item no.1
Total
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
One or more coats on old work
Total
Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge
On roof
repairing of mid portion
Mumty roof
Toilet roof
Total
Dismantling old damaged plaster, grit plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping ground within 50 metres lead
From manin entrance gate to back side, Outer side walls
Outr side, stairs case near main gate
Outer Cantilever beams/ porch
Outr side, geometrical stairs
Columns
Recreation room inside
Sports room
Total
Total
Total
Total
For Bathroom Partition
Total
Gents toilet
Ladies toilet
Total
L.S for windows
Total
For bathrrom doors L.S.
Total
For bathrrom doors L.S.
Total
For bathrrom doors L.S.
Total
For Bathroom & toilets door
Total
For door frame L.S.
Total
For door frame of bathrooms
Total
Floor
Total
Gents toilet
Ladies toilet
Total
For walls painting
Total
For walls painting
Total
Bathroom Ceiling and walls (L.S)
Total
Total
Ladies toilet
Gents toilet
Total
Total
Old store walls (L.S)
Total
Ladies toilet
Gents toilet
Total
Gents toilet
Ladies toilet
Floor
Total
L.S for Bathroom
Total
Total
Gents toilet
Ladies toilet
Total
For toilet
Total
For toilet
Total
For gents toilet
Total
For all toilets
Total
For all toilets
Total
Total
Total
Total
Total
Total
Total
Total
Total
For toilets
Total
For toilets
Total
Total
Total
Total
Total
Total
Total
Total
Total
Total
Total
Total
For gents and ladies toilet
Total
Total
Total
Total
Total
Total
Total
Total
Total
Analysis of Rates
All Kinds of Soil
Details of cost for one cum
MATERIAL:
Royality
Excavation over area all kind of soil
TOTAL
Less Water charges @1% on Rs. 40/-
TOTAL
Less GST @0.1405 on Rs. 40.40/-
TOTAL
Less CPOH @15% on Rs. 46.08/-
TOTAL
Less Labour Cess @1% on Rs.52.99/-
Cost of 1 cum
Analysis of Rates
Based on DSR Item No. - 5.18.1/P - 204
Details of cost for one sqm
MATERIAL:
Glass reinforced concrete screens i/c 2% wastage
LABOUR :
Mason (brick layer) 1st class
Mason (brick layer) 2nd class
Beldar
Sundries, M.S. Galvanised L shaped clamps, dash fasteners & pins, etc.
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of 1 sqm
AE(P)/CCD-II
Analysis of Rates
NS Based on DSR
Lakha red/ black or equivalent quality
Area of slab over 0.50 sqm
Based on DAR Item No. - 8.1.1.2/P - 345
Details of cost for 1.00 sqm.
Finished work = 1.00sqm.
Add for wastage @ 20% = 0.20 sqm.
Total = 1.20 sqm.
Granite of lakha red/ black (slab area above 0.50 sqm)
Carriage of Granite
Cement mortar 1:3 (1 cement : 3 coarse sand)
Rate as per Item Number 3.8 of SH: Mortars
White cement mortar 1:2 (1 white cement : 2 marble dust)
Rate as per Item Number 3.15 of SH: Mortars
LABOUR
For fixing
Mason (for ornamental stone work) 1st class
Bandhani
Beldar
Coolie
Bhisti
Blacksmith 1st class
Scaffolding
TOTAL
Add 1 % for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15 % for contractor's profit and overheads
TOTAL
Add Labour Cess @1%
Cost for 1.00 sqm.
AE(P)/CCD-II
Analysis of Rates
Based on DAR Item No.- 11.36
Details of cost for 1 sqm
MATERIAL :
Ceramic Glazed tiles 300X600 mm = 1.000 sqm
Add for wastage & breakage @ 2.5 % = 0.025 sqm
Total = 1.025 sqm
Carriage of tiles
12 mm thick Cement mortar 1:3 (1 cement : 3 coarse sand)
Rate as per Item Number 3.8 of SH: Mortars
Mortar for pointing in white cement
Cement for slurry over bed @ 3.3 kg per sqm
Portland Cement
LABOUR
Mason (brick layer) 1st class
Coolie
Sundries including carriage of cement etc
TOTAL
Add 1 % for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15 % for contractor's profit and overheads
TOTAL
Add Labour Cess @1%
Cost for 1 sqm
AE(P)/CCD-II
Sub - ANALYSIS OF RATES
Cement mortar 1:3 (1 cement : 3 coarse sand)
Details of cost for 1 cum
MATERIAL :
(0.357 cum of cement = 0.51 tonne) Cement required for cement mortar is 35.70%
Portland Cement
Carriage of Cement
Coarse sand (zone III)
Carriage of Coarse sand
LABOUR :
For measuring, carrying, depositing and mixing-
Beldar
Bhisti
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
AE(P)/CCD-II
Analysis of Rates
Art No.
Suitable for Max Clear Passage Width of 3000mm and Height of 2800 mm
DORMA EASY 200 - Automatic Sliding Glass Door - Operator 6.15 Mtr Lenth (Operator Profile + Mechanical Components + Electrical Components )
Basic Accessiries - Glass Claming Rail , Floor Guide for Glass Door
Accessories -
Radar eagle Std 6 - 2 Nos silver
Light Barrier 1 Pair
Five position program switch with Knob
Cable for program switch
EM LOCK with cable
Cost of 12mm Thick Clear Tounghened Glass Sq/mr (4.26mtr width x 2.2 Height )
LABOUR:
Instalallation & Transportation Charges for Automatic Sliding Door
TOTAL
Add @1% Water Charges
TOTAL
Add GST @0.1405
TOTAL
Add @ 15% CPOH
TOTAL
Add Labour Cess @1%
Cost for Each
AE(P)/CCD-II
Analysis of Rates
Details of cost per Kg
MATERIAL:
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add @ 15% CPOH
TOTAL
Add Labour Cess @1%
Cost of 1 Kg
AE(P)/CCD-II
Analysis of Rates
Based on DAR Item No.- 11.37/ P -667
Details of cost for 1 sqm
MATERIAL
Rectified Matt finish digital Vitrified floor tiles 600x600 mm size = 1.000 sqm
Add for wastage & breakage @ 2.5 % = 0.025 sqm
Total = 1.025 sqm
Carriage of tiles
20 mm thick Cement mortar 1 : 4 (1 cement : 4 coarse sand)
Rate as per Item Number 3.9 of SH: Mortars
Mortar for pointing in white cement
Cement for slurry over bed @ 3.3 kg per sqm
Portland Cement
LABOUR
Mason (brick layer) 1st class
Coolie
Sundries including carriage of cement etc
TOTAL
Add 1 % for water charges
TOTAL
Add GST @0.1405
TOTAL
Add @ 15% CPOH
TOTAL
Add Labour Cess @1%
Cost for 1 sqm
AE(P)/CCD-II
Sub - ANALYSIS OF RATES
Cement mortar 1:4 (1 cement : 4 coarse sand)
Details of cost for 1 cum
MATERIAL
(0.268 cum. of cement = 0.38 tonne) Cement required for cement mortar is 26.80%
Portland Cement
Carriage of Cement
Coarse sand (zone III)
Carriage of Coarse sand
LABOUR
For measuring, carrying, depositing and mixing-
Beldar
Bhisti
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
AE(P)/CCD-II
Analysis of Rates
Providing and fixing wooden laminating Flooring AC-5 (Grooveless) 12 mm thick conforming to European standard of high density fiber board (HDF EI) core with or design layer on top protected by a high wear and scratch resistant over lay and a balancing backing 2mm silent pro at the bottom of laminated wooden panels to reduce the room sound i/c under layer of transparent polythene layer of at least 30micron thick and 2mm thick foam of superior quality etc. all complete as per the direction of Engineer-in-charge.
Details of cost for 1.00 Sqm.
MATERIAL
LABOUR
(@12.00/Sqft or 129.10/m²)
TOTAL
Add 1 % for water charges
TOTAL
Add GST 12% on ( multiplying factor 0.1405) =
TOTAL
Add 15 % for contractor's profit and overheads
TOTAL
Add Labour Cess @1%
TOTAL
Cost of 1 sqm.
AE(P)/CCD-II
Analysis of Rates
A/R based on labour Bureau Building
Detail of cost for 10 Sqm
Materials:-
Water based siller 0.15 ltr/sqm for two or more coats
PU 0.15 ltr/sqm for two or more coats
Labour
TOTAL
Add 1% for water charges
TOTAL
Add GST 0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for 10 Sqm
Cost for 1 Sqm
AE(P)/CCD-II
ANALYSIS OF RATES
Rectangular shape
Based on DAR item no-17.32.4/ P-1106
Details of cost for one sqm
MATERIAL:
Mirror 1.50 X 0.45 = 0.675 Sqm
Add Wastage @ 10% = 0.0675 Sqm
Total = 0.7425 Sqm = 0.74 Sqm
Rectangular shape mirror with Plastic moulded frame
Cement bonded wood particle board 1.50 X 0.45 = 0.675 Sqm
Add Wastage @ 10% = 0.0675 Sqm
Total = 0.7425 Sqm = 0.74 Sqm
Multipurpose cement bonded wood particle board 8mm thick
Rawl plug 50 mm (designation 10 nos)
Chromium plated Brass screws 25 mm
Sundries
Carriage of materials
LABOUR:
Carpenter 2nd class
Beldar
TOTAL
Add water charges @1%
TOTAL
Add 12% GST applicable on work contract, by reversible method (Multiplying factor 0.1405) .
TOTAL
Add CPOH @ 15%
TOTAL
Add Labour Cess @1%
Cost of 0.74 Sqm
Cost of 1.00 Sqm
AE(P)/CCD-II
Analysis of Rates
Based on DAR Item No. - 17.58.1/ P-1143
Details of cost for for 1 joint
MATERIAL :
Spun yarn
Kerosene oil, fuel and other sundries
Carriage of materials
LABOUR :
Fittter (grade 1)
Assistant Fitter or 2nd class Fitter
Beldar
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of 1 joint
AE(P)/CCD-II
Analysis of Rates
Based on DAR Item No. - 17.37.1/ P-1112
Details of cost for for 5 nos.
MATERIAL:
Carriage of clamps
LABOUR:
Fittter (grade 1)
Mason (brick layer) 2nd class
Beldar
Sundries
C.C. Block 5X0.10X0.10X0.10 = 0.005 cum
Stone Aggregate (Single size) : 20 mm nominal size
Stone Aggregate (Single size) : 10 mm nominal size
Carriage of stone aggregate below 40 mm nominal size
Coarse sand (zone III)
Carriage of coarse sand
Portland Cement
Carriage of portland cement
Beldar
Coolie
Bhisti
Mason (brick layer) 1st class
Mason (brick layer) 2nd class
Hire charges of machine etc.
Sundries
Sundries
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of 5 nos.
Cost of each
AE(P)/CCD-II
Analysis of Rates
Based on DAR item no- 17.7.2/ P -1079
Details of cost for one no.
MATERIAL :
Cement, sand and grit etc.
Painting of brackets, fittings etc.
Carriage of materials
LABOUR :
Fitter 1st class
Mason 1st class
Beldar
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
AE(P)/CCD-II
Analysis of Rate
Based on DAR item no-17.33/ P -1106
Details of cost for one no.
MATERIAL :
Rawl plugs
40 mm C.P. brass screws
LABOUR :
Carpenter II class
Beldar
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
AE(P)/CCD-II
Analysis of Rate
Based on DAR item no-18.21.1.1/ P-1201
Details of cost for one no.
MATERIAL :
LABOUR :
Carriage of materials and fixing charges
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
ANALYSIS OF RATES
Detail of cost for 1 No.
MATERIAL :
Stainless steel grating
LABOUR :
For fixing i/c white cement etc.
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
AE(P)/CCD-II
ANALYSIS OF RATES
Based on DAR Item No. - 17.34.1/ P - 1107
Details of cost for 1 no.
MATERIAL :
Wooden cleats
Chromium plated Brass screws 25 mm
LABOUR :
Carpenter -II class
Beldar
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
ANALYSIS OF RATES
Based on DAR item no-18.21.2.1/ P-1201
Details of cost for one no.
Materials :-
Carriage of material and fixing charges
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
AE(P)/CCD-II
Analysis of Rates
15 mm nominal bore
Based on DAR Item No. - 18.49.1
Details of cost for one no.
MATERIAL:
Carriage of materials and fixing charges
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
Analysis of Rates
15 mm nominal bore
Based on DAR Item No. - 18.52.1
Details of cost for one no.
MATERIAL:
Carriage of materials and fixing charges
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
AE(P)/CCD-II
Analysis of Rates
15 mm nominal bore
Based on DAR Item No. - 18.53.1/ P-1259
Details of cost for one no.
MATERIAL:
Carriage of materials and fixing charges
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
Analysis of Rates
Details of cost for one no.
MATERIALS :
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost for Each
AE(P)/CCD-II
Analysis of Rates
Based on DAR Item No. - 21.2.2
Details of cost for 7.00 Sqm
MATERIAL:
18 mm thick cement bonded wood particle board = 7.00 sqm.
Add 5% wastage = 0.35 sqm
Total = 7.35 sqm
Sundries & screws etc.
LABOUR:
Carpenter 2nd class
Beldar
TOTAL
Add 1% for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15% for contractor’s profit and overheads
TOTAL
Add Labour Cess @1%
Cost of 7.00 Sqm
Cost of 1.00 Sqm
AE(P)/CCD-II
Analysis of Rates
All Kinds of Soil
Details of cost for one cum
MATERIAL:
Royality
Excavation over area all kind of soil
TOTAL
Less Water charges @1% on Rs. 125.95
TOTAL
Less CPOH @15% on Rs. 125.95
Cost of 1 cum
Analysis of Rates
Lakha red/ black or equivalent quality
Area of slab over 0.50 sqm
Based on DAR Item No. - 8.1.1.2/P - 345
Details of cost for 1.00 sqm.
Finished work = 1.00sqm.
Add for wastage @ 20% = 0.20 sqm.
Total = 1.20 sqm.
Granite of lakha red/ black (slab area above 0.50 sqm)
Carriage of Granite
Cement mortar 1:3 (1 cement : 3 coarse sand)
Rate as per Item Number 3.8 of SH: Mortars
White cement mortar 1:2 (1 white cement : 2 marble dust)
Rate as per Item Number 3.15 of SH: Mortars
LABOUR
For fixing
Mason (for ornamental stone work) 1st class
Bandhani
Beldar
Coolie
Bhisti
Blacksmith 1st class
Scaffolding
TOTAL
Add 1 % for water charges
TOTAL
Add 15 % for contractor's profit and overheads
Cost for 1.00 sqm.
Analysis of Rates
Fixed window / ventilator made of (big series) frame 67 +/- 7 mm x 60 mm +/- 2 mm & mullion 65 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead of appropriate dimension.
Based on DAR item No. - 9.147B.1/ P-543
Details of cost for uPVC window size 1.80 X 1.80 = 3.24 sqm.
MATERIAL :
uPVC extruded (big series) fixed window frame size 67 X 60 mm
uPVC extruded glazing bead of appropriate dimension for big series fixed window Sash
Galvanized iron reinforcement for :-
Galvanized iron (1.6 +/- 0.2 mm) thick reinforcement for big series fixed window frame and mullion i/c 5% wastage
Window Frame = 3.27 M + Window Mullion = 0.98 M
Total = 4.25 M
EPDM Gasket for uPVC window i/c 5% wastage
G.I. fasteners 100 X 8 mm
Sundries, plastic packers, plastic caps, SS screws and carriage of material
LABOUR :
Labour for fabrication of uPVC extruded fixed windows including drilling holes, fixing of fittings & hardwares, hire charges of drill machine and electricity charges etc.
Labour for installation of uPVC extruded fixed windows i/c scaffolding
TOTAL
Add 1 % for water charges
TOTAL
Add 15 % for contractor's profit and overheads
Cost for 3.24 sqm.
Cost for 1.00 sqm.
ANALYIS OF RATES
Based on DAR Item No.- 9.20.1/ P- 394
Details of cost for 2.2 Sqm
MATERIAL :
Block board construction flush door with teak wood ply on both faces 35 mm thick
Carriage of Door
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 12817 marked
Stainless steel screws 40 mm
LABOUR :
For fixing shutters and fittings
Carpenter (average)
Beldar
TOTAL
Add @1% water charges
TOTAL
Add @ 15% CPOH
Cost of 2.2 Sqm
Cost per Sqm
Analysis of Rates
Based on DAR Item No. - 9.97.5/ P - 483
Details of cost for 10 nos.
MATERIAL:
Stainless steel tower bolt 100 X 10 mm
Stainless steel screws 30 mm
Carriage of materials
LABOUR:
Carpenter 1 st class
TOTAL
Add Water charges @1%
TOTAL
Add CPOH @15%
Cost of 10 Nos.
Cost of Each
Analysis of Rates
Twin rubber stopper
Based on DAR Item No. - 9.101.2/ P-486
Details of cost for 10 nos.
MATERIAL:
Stainless steel door stopper with twin rubber & stopper
Stainless steel screws 30 mm
Carriage of materials
LABOUR:
Carpenter 1 st class
TOTAL
Add Water charges @1%
TOTAL
Add CPOH @15%
Cost of 10 Nos.
Cost of Each
Analysis of Rates
Based on DAR Item No.- 11.36
Details of cost for 1 sqm
MATERIAL :
Ceramic Glazed tiles = 1.000 sqm
Add for wastage & breakage @ 2.5 % = 0.025 sqm
Total = 1.025 sqm
Carriage of tiles
12 mm thick Cement mortar 1:3 (1 cement : 3 coarse sand)
Rate as per Item Number 3.8 of SH: Mortars
Mortar for pointing in white cement
Cement for slurry over bed @ 3.3 kg per sqm
Portland Cement
LABOUR
Mason (brick layer) 1st class
Coolie
Sundries including carriage of cement etc
TOTAL
Add 1 % for water charges
TOTAL
Add GST @0.1405
TOTAL
Add 15 % for contractor's profit and overheads
Cost for 1 sqm
Sub - ANALYSIS OF RATES
Cement mortar 1:3 (1 cement : 3 coarse sand)
Details of cost for 1 cum
MATERIAL :
(0.357 cum of cement = 0.51 tonne) Cement required for cement mortar is 35.70%
Portland Cement
Carriage of Cement
Coarse sand (zone III)
Carriage of Coarse sand
LABOUR :
For measuring, carrying, depositing and mixing-
Beldar
Bhisti
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Analysis of Rates
With 16 mm thick mineral fibre false ceiling tile (NRC 0.55 to 0.6)
Based on DAR Item No. - 26.23.1/ P - 1632 & 26.27.1/ P - 1637
Details of cost for 100 sqm
MATERIAL :
Mineral fibre ceiling tiles of size 595 x 595 mm, 16 mm thick
Area = 100 sqm + 5 sqm (Add wastage @5%) Total = 105 Sqm
SILHOUETTE Profile grid frame :
Galvanized mild steel perimeter wall angle 22x19x0.40 mm (3000 mm long)
including wastage @10%
Powder coated steel section main-T ceiling sections 15x38x0.40 mm (3000 mm long)
including wastage @10%
Powder coated Galvanised Iron intermediate cross-T section 15x38x0.40 mm (1200 mm long)
including wastage @10%
Powder coated Galvanized Iron intermediate cross-T section 15x38x0.40mm (600 mm long )
including wastage @10%
Galavanised MS hanger rod 6 mm dia MS fully threaded up to 1000 mm length
Galavanised MS L-shape level adjuster of size 85x25x2 mm
Galavanised MS 8 mm outer diameter M-6 dash fastener 50mm long
40 mm long S.S screws with plastic rawl plugs
Scraffolding etc.
Carriage of materials etc.
Sundries
LABOUR :
Carpenter 1st class
Beldar
TOTAL
Add Water charges @1%
TOTAL
Add CPOH @15%
Cost of 100 sqm
Cost of 1 sqm
Analysis of Rates
Glass Fibre Acoustical Suspended False Ceiling System with Tegular Edge glass wool Tiles 15mm thick . Manufacturer's Test Report is to be submitted regarding above specifications.
Based on DAR Item No. - 26.23.1/ P - 1632
Details of cost for 100 sqm
MATERIAL :
Glass fibre acoustical tegular edge tiles 15 mm thick
Area = 100 sqm + 5 sqm (Add wastage @5%) Total = 105 Sqm
SILHOUETTE Profile grid frame :
Galvanized mild steel perimeter wall angle 22x19x0.40 mm (3000 mm long)
including wastage @10%
Powder coated steel section main-T ceiling sections 15x38x0.40 mm (3000 mm long)
including wastage @10%
Powder coated Galvanised Iron intermediate cross-T section 15x38x0.40 mm (1200 mm long)
including wastage @10%
Powder coated Galvanized Iron intermediate cross-T section 15x38x0.40mm (600 mm long )
including wastage @10%
Galavanised MS hanger rod 6 mm dia MS fully threaded up to 1000 mm length
Galavanised MS L-shape level adjuster of size 85x25x2 mm
Galavanised MS 8 mm outer diameter M-6 dash fastener 50mm long
40 mm long S.S screws with plastic rawl plugs
Scraffolding etc.
Carriage of materials etc.
Sundries
LABOUR :
Carpenter 1st class
Beldar
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add CPOH @15%
Cost of 100 sqm
Cost of 1 sqm
Analysis of Rates
Based on DAR Item No. - 17.58.1/ P-1143
Details of cost for for 1 joint
MATERIAL :
Spun yarn
Kerosene oil, fuel and other sundries
Carriage of materials
LABOUR :
Fittter (grade 1)
Assistant Fitter or 2nd class Fitter
Beldar
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add CPOH @15%
Cost of 1 joint
Analysis of Rates
Based on DAR Item No. - 17.37.1/ P-1112
Details of cost for for 5 nos.
MATERIAL:
Carriage of clamps
LABOUR:
Fittter (grade 1)
Mason (brick layer) 2nd class
Beldar
Sundries
C.C. Block 5X0.10X0.10X0.10 = 0.005 cum
Stone Aggregate (Single size) : 20 mm nominal size
Stone Aggregate (Single size) : 10 mm nominal size
Carriage of stone aggregate below 40 mm nominal size
Coarse sand (zone III)
Carriage of coarse sand
Portland Cement
Carriage of portland cement
Beldar
Coolie
Bhisti
Mason (brick layer) 1st class
Mason (brick layer) 2nd class
Hire charges of machine etc.
Sundries
Sundries
TOTAL
Add Water charges @1%
TOTAL
Add CPOH @15%
Cost of each
Analysis of Rate
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
based on DAR item no-17.1.1/ P- 1068
Details of cost for one pan
MATERIAL :
Vitreous china orrisa type w.c. pan size 580 mm
Dual flush cistern of size 47.6X 15.2 X 32.5 cm of Hindware make
100 mm S.C.I. trap with vent heel
Cement, sand and grit etc.
Carriage of materials
LABOUR :
Fitter 1st class
Mason 1st class
Beldar
TOTAL
Add 1 % for water charges
TOTAL
Add 15% for contractor’s profit and overheads
Cost for 1 pan
Analysis of Rates
Based on DAR Item No. - 17.34.1/ P - 1107
Details of cost for 1 no.
MATERIAL :
Wooden cleats
Rate as per item no 9.32 of SH : Wood and PVC work
Chromium plated Brass screws 25 mm
LABOUR :
Carpenter -II class
Beldar
TOTAL
Add 1% for water charges
TOTAL
Add 15 % for contractor’s profit and overheads
Cost of 1No
Sub-Analysis of Rates
NS/Sub AR
Based on DAR Item No. - 9.32/ P - 411
Details of cost for 100 Nos.
MATERIAL :
Teak wood (2nd class)
100x(50x50x50)mm = 0.0125cum
Add wastage @ 10% = 0.0013 cum.
Total = 0.0138 cum.
Say 14 cudm.
Second class teak wood in scantling
Carriage of Timber
Cement mortar 1 : 3 (1 cement : 3 fine sand)
Rate as per Item Number 3.3 of SH: Mortars
LABOUR :
Carpenter 2nd class
Mason (brick layer) 2nd class
Beldar
Cost of 100 Nos.
Cost of 1 No.
Sub - ANALYSIS OF RATES
Cement mortar 1:3 (1 cement : 3 fine sand)
Details of cost for 1 cum
MATERIAL
(0.357 cum of cement = 0.51 tonne) Cement required for cement mortar is 35.70%
Portland Cement
Carriage of Cement
Coarse sand (zone III)
Carriage of Coarse sand
LABOUR
For measuring, carrying, depositing and mixing-
Beldar
Bhisti
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Analysis of Rates
Based on DAR item no-18.21.2.1/ P-1201
Details of cost for one no.
Materials :-
Carriage of material and fixing charges
TOTAL
Add 1% for water charges
TOTAL
Add 15% for contractor’s profit and overheads
Cost of one no.
Analysis of Rates
15 mm nominal bore
Based on DAR Item No. - 18.52.1/ P-1259
Details of cost for one no.
MATERIAL:
Carriage of materials and fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add CPOH @15%
Cost of each
Analysis of Rates
Details of cost for one no.
MATERIALS :
TOTAL
Add for water charges @ 1%
TOTAL
Add for contractor’s profit and over head @ 15%
Cost for 1 No.
Analysis of Rates
Inside size 90x80 cm and 45 cm deep including RCC manhole cover with frame of size 560mm dia (heavy duty)
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Based on DAR Item No. - 19.7.1.1/ P- 1415
Details of cost for one manhole
Cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.51 X 1.41 X 0.20 = 0.426 cum say 0.43 cum
Rate as per Item number 4.1.8 of SH: Concrete work Brick Work with bricks of class designation 75 in foundation & plinth in cement mortar 1 : 4 (1 cement : 4 coarse sand)
4.32 X0.23X0.35m = 0.348 cum
Less for pipe 2X3.14/4X(0.15)2 X0.23 = (-) 0.008 cum
Cement of 4 joints = 4X0.00185 = 0.0074 cum = 0.011 tonne
Total = 0.340 cum
Rate as per Item Number 6.1.1 of SH: Brick Work Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregate 20 mm nominal size) for benching
2 X 0.9 X (0.80/2) X (0.30+0.20)/2 = 0.18 cum
Less for pipe 1X0.90X3.14/4X(0.15)2 = (-) 0.02 cum = 0.16 cum
Rate as per Item No. 4.1.3 of SH: Concrete work 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement
3.40m X 0.05m = 0.17 sqm
2X1/2X0.80X0.10m = 0.08 sqm
Total = 0.25 sqm
Rate as per Item Number 13.9.1 of SH: Finishing Reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
For Slab: 1.36 X 1.26 X 0.15m = 0.257 cum
Less for cover
061X0.455x0.15m = (-) 0.042 cum = 0.215 cum Say 0.22 cum
Rate as per Item Number 5.3 of SH: Reinforced cement concrete work
Less labour for not lifting the materials upto floor five level
coolie
Mild Steel reinforcement for slab: 0.22 cum @ 48.06 kg/cum = 10.57 kg
Rate as per Item Number 5.22.1 of SH: Reinforced cement concrete work
Form Work = 0.90X0.80 = 0.72 sqm
Less Cover = 0.61 X 0.45 = (-) 0.278 sqm =0.42 sqm say 0.44 sqm
Rate as per Item Number 5.9.3 of SH: Reinforced cement concrete works
LABOUR:
Extra labour for making channel:
Mason (brick layer) 1 st class
Mason (brick layer) 2 nd class
RCC manhole cover with frame 560mm dia
Carriage of C.I. Cover & frame
Sundries
TOTAL
Add Water charges @1% except on A (7985.75 - 6945.44) = 1040.30
TOTAL
Add CPOH @15% except on A
Cost of each
Analysis of Rates
300 mm dia. R.C.C. pipe
Based on DAR Item No. - 19.6.4/ P-1409
Details of cost for 10 metre
MATERIAL:
R.C.C. pipes NP2 300 mm dia (in 2.5 m length = 4 Nos.) i/c carriage
Carraige of R.C.C. pipes 300 mm dia
Cement of 2 joints = 2X0.00185 = 0.0037 cum = 0.0055 tonne
Portland cement
Carraige of cement
Fine Sand for 2 joint = 0.0037 X2 = 0.0074 say 0.0075 cum
Fine Sand (zone IV)
Carriage of fine sand (1 part badarpur sand : 2 parts jamuna sand)
LABOUR:
Mason (brick layer) 1 st class
Mason (brick layer) 2 nd class
Beldar
Bhisti
TOTAL
Add Water charges @1%
TOTAL
Add CPOH @15%
Cost of 10 metre
Cost of 1 metre
Analysis of Rates
Based on DAR Item No. - 21.2.2/ P - 1520
Details of cost for 7.00 Sqm
MATERIAL:
18 mm thick cement bonded wood particle board = 7.00 sqm.
Add 5% wastage = 0.35 sqm
Total = 7.35 sqm
Sundries & screws etc.
LABOUR:
Carpenter 2nd class
Beldar
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.1405
TOTAL
Add CPOH @15%
Cost of 7.00 Sqm
Cost of 1.00 Sqm
Analysis of Rates
With average thickness of 120mm and minimum thickness at khurra as 65 mm.
Based on DAR Item No. - 12.56 & 22.7/P - 761 & 1548
Details of cost for 10.00 sqm.
MATERIAL :
PU Primer
Area for PU spray = 10 sqm
Add for wastage @10% = 1.00 sqm
Total = 11.00 sqm
40 mm (average ) PU spray having density 40-45 kg/m3 density
Sundries
Carriage of material
LABOUR :
For PU spray
For Koba
i) Cement slury
Portland Cement (OPC-43 grade)
ii) Cement mortar 1:5 (1 Cement : 5 Coarse Sand)
Rate as per Item No. 3.10 of SH : Mortars
iii) Roof treatment with brick bat and cement mortar
Brick aggregate (Single size) : 63 mm nominal size
Carriage of brick aggregate
Cement mortar 1 : 5
Rate as per Item No. 3.10 of SH : Mortars
LABOUR :
Beldar
Bhisti
Mason (brick layer) 1st class
Mason (brick layer) 2nd class
Extra labour for ramming
Beldar
Sundries
iv) Cement slury
Portland Cement (OPC-43 grade)
Beldar
v) 20 mm cement plaster 1:4 (1 Cement : 4 coarse sand)
Rate as per Item No. 13.6.1 of SH : Finishing
vi) Water proofing compound
27.50 + 27.50 + 69.40 + 124.00 = 248.40 Kg @ 1 kg per bag of cement
Water proofing materials
Extra for making chequers for 10 sqm
Fibre glass tissue reinforcement Type II grade I
Mason (brick layer) 2nd class
Beldar
Chequer plate
Add labour for laying 20 mm bed mortar
Mason (brick layer) 2nd class
Beldar
Bhisti
TOTAL
Add 1 % for water charges on Rs. 15944.55 - Rs. 2524.00 = Rs. 13420.55
TOTAL
Add 15 % for contractor's profit and overheads on Rs. 16078.76 - Rs. 2524.00 = Rs. 13554.76
Cost for 10.00 sqm.
Cost for 1.00 sqm.
MEASUREMENTS
Item No.
E/w in Excavation
Filling available earth
Total
Extra for every 1.5 m lift
Under P.F. Wall (L = 5.8 + 3.8 = 9.6 m)
Shuttering
Edges of Slab
TOTAL
Steel Reinforcement (10 mm dia)
194.20 @ 0.62 Kg/Mtr.
B/w below plinth in 1:4 Cement Mortar
TOTAL
SCHEDULE OF QUANTITY
Page No.-44
Page No.-45
Page No.-46
Page No.-47
External work
Page No.-48
Page No.-49
Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
Total
Total amount after using correction factor on DSR 2023 on account GST @ 0.973 (As per OM No. 158/SE(TAS)/GST/2024/02-E dated 08.08.2024)
Cost Index @ 0.00%
Total (A)
Non- Schedule Item
Page No.-50
Total (B)
Total (A+B)
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Page No.-51
A/R ( Market Rates)
Details of cost for 01 No.
MATERIALS
Oval shape wash basin
C.P Brass waste 32 mm of Model No. ALD-7050 of jaquar
steel bracket
15 mm C.P. brass Single Lever Basin Mixer of Model No. SOL-6001B of jaquar make
sundries
Labour :-
Fitter 1st class
mason 1st class
beldar
TOTAL
Add 1 % for Water charges
TOTAL
Add GST (multiplying factor 0.1405)
TOTAL
Add 15% CPOH
TOTAL
Add Cess @ 1%
Cost of 1 no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
Based on DAR 2023/Vol-II/Item No. 18.53.1
Details of cost for one no.
MATERIAL:
15mm CP brass angle valve of make jaquar MQT-526NKN/ SQT-526NKN or equivalent
M.R.P -725/- Contractor discount 15% on MRP
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
Based on DSR 2023/Vol-II/item no. 18.58.1.1
Details of cost for one no.
MATERIAL:
C.P. grating 100 mm dia of make jaquar or equivalent
M.R.P -275/- Contractor discount 15% on MRP
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
Based on DAR 2023/Vol-II/Item no.17.69.1
Details of cost for one no.
MATERIAL:
Waste Coupling full thread 32mm of make jaquar model no. ALE-544NFT or equivalent
M.R.P= Rs.425/- Contractor Discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
Base on DSR 2023/Vol-II/18.56.1
Details of cost for one no.
MATERIAL:
central hole basin mixerwith popup waste system with 450 mm long braided hoses like jaquar model CON-169KNB or equivalent
M.R.P= 4700/- discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
Based on DAR 2023/Vol-II/ Item no. 18.53.1
Details of cost for one no.
MATERIAL:
towin angle valve with wall flenge of make jaquar model no. MQT-526AFKN or equivalent
M.R.P= 1300/- Contractor discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
Base on DAR 2023/Vol-II/Item no. 18.49.1
Details of cost for one no.
MATERIAL:
short body bib cock with or without nossel make jaquar model no. CON-047KN or equivalent
M.R.P= 1200/- discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
based on DAR 2023/Vol-II/Item No. 17.73.2
Details of cost for one no.
MATERIAL:
S.S. towel rod/rail of 600 mm long of make jaquar model no. AEC-1111N or equivalent
M.R.P= 1150/- Contractor discount 15%
Wooden Cleats
Rates as per item no. 8.23 of SH: cladding
Choromium plated brass screws 25 mm
Carriage of material
Labour
Carpenter 2nd Class
Beldar
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
A/R ( Market Rates)
Details of cost for one no.
MATERIAL:
health faucit/health shower with 1.2 metre long SS tube of make jaquar or equivalent
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, CPWD,
Panchkula
Base on DAR 2023/Vol-II/Item no. 18.51.1
Details of cost for one no.
MATERIAL:
Long body bib cock with wall flenge make jaquar CON-107KN or equivalent
M.R.P= 1600/- discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, Panchkula
Sector-7B, Chandigarh
NS- JNV
Base on DAR 2023/Vol-II/Item no. 18.57.1
Details of cost for one no.
MATERIAL:
pressmetic wall mounted basin tap (auto closing) with wall flange (square) like jaquar model no. PRS-061 or equivalent
M.R.P= 4250/- discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, Panchkula
Sector-7B, Chandigarh
NS- JNV
Base on DAR 2023/Vol-II/Item no. 18.64
Details of cost for one no.
MATERIAL:
overhead shower 80mm round shape single flow (ABS body chrome plated with grey face plate) with rubit cleaning system like jaquar model no. EOS-541 RB or equivalent
M.R.P= 650/- discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, Panchkula
Sector-7B, Chandigarh
NS- JNV
Based on actual observation
Details of cost for one no.
MATERIAL:
Providing and fixing shower arm 240 mm long (light weight) round shape for wall mounted shower with wall flange like jaquar model no. ALE 536 A or equivalent including other necessary fittings as per direction of Engineer-in Charge.
M.R.P= 475/- discount 15%
Total
Fixing charges
TOTAL
Add Water charges @1%
TOTAL
Add GST @0.2127
TOTAL
Add CPOH @15%
TOTAL
Add Labour Cess @1%
Cost of one no.
Junior Engineer
CCSD-IV, Panchkula
Sector-7B, Chandigarh
MEASUREMENTS
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
For both shop
Total
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Taking 40 % Qty of item no. 2.8.1
For both shop
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
For outer repair
For outer repair
Total
1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
L.S for lintel
Total
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
For both shop
For flooring
Total
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
L.S for lintel
Total
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in
Cement mortar 1:6 (1 cement : 6 coarse sand)
Wall foundation
Offset
Total
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand)
For both shop walls
ON existing b/wall
Less door
Less window
Total
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
For both shop door
Total
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
For doors
Total
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
For doors
Total
For doors
Total
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
For doors
Total
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
MS tube 50mm dia for roofing/truss/temprary shed
Total
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
Profile B
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
For both shop Doors
Total
For both shop
Outside
Total
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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
0.80 mm thick with zinc coating not less than 275 gm/m²
For roofing
Total
12 mm cement plaster:
1:6 (1 cement: 6 coarse sand)
For both shop walls
ON existing b/wall
Total
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6 (1 cement: 6 coarse sand)
For both shop walls
ON existing b/wall
Total
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
L.S on truss
Total
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Same quantity as item no.13.1.2
Same quantity as item no.13.5.2
Total
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
Two coats
Same quantity as item No.13.80
Total
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
For both shops
Total
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per 18:13983 with C.I. brackets and stainless steel plug 40 mm, including painting fittings wherever required :
Kitchen sink with drain board
510x1040 mm bowl depth 225 mm
For shop
Total
Providing and fixing soil, waste and vent pipes :
100 mm dia
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
For shop
Total
Providing and fixing plain bend of required degree
100 mm dia
Sand cast iron S&S as per IS : 3989
For Shop
Total
Providing and fixing collar :
Sand cast iron S&S as per IS - 3989
For Shop
Total
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter
For Shop
Total
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors
100 mm inlet and 100 mm outlet
Sand cast iron S&S as per IS: 3989
For shop
Total
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
Internal work - Exposed on wall
20 mm dia nominal bore
For connection
Total
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
15 mm dia nominal bore
For shop
Total
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
25 to 40 mm nominal bore
For shop
Total
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
In line
Total
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
15 mm nominal bore
For shop
Total
20 mm nominal bore
For shop
Total
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:18:8931 :
15 mm nominal bore
For shop
Total
Providing and fixing PTMT grating of approved quality and colour.
Circular type
125 mm nominal dia with 25 mm waste hole
For shop
Total
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
For pipes 100 to 250 mm diameter
Total
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and 1S: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
For fixed portion
Powder coated aluminium minimum thickness of powder coating 50 micron)
For both shops
(assuming 4.50 kg/mtr)
Total
Providing or and of fixing anodised aluminium grill (anodised transparent dyed to required shade according to 1S: 1868 with minimum anodic coating grill to grade AC 15) of approved design/ pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
For both shops
(assuming 20kg/sqm)
Total
NS-JNV
For all toilets
Total
For toilets
Total
For toilet
Total
NS-JNV
For Toilet
Total
NS-JNV
For Toilet
Total
NS-JNV
Total
For Toilets
Total
NS-JNV
Total
Total
Total
Total
Total
Total
SCHEDULE OF QUANTITY
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in
Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
Profile B
Fixing with carbon steel galvanised dash fastener
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6 (1 cement: 6 coarse sand)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour
Two coats
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per 18:13983 with C.I. brackets and stainless steel plug 40 mm, including painting fittings wherever required :
Kitchen sink with drain board
510x1040 mm bowl depth 225 mm
Providing and fixing soil, waste and vent pipes :
100 mm dia
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
Providing and fixing collar :
Sand cast iron S&S as per IS - 3989
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors
100 mm inlet and 100 mm outlet
Sand cast iron S&S as per IS: 3989
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
20 mm dia nominal bore
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
15 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
25 to 40 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
15 mm nominal bore
20 mm nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:18:8931 :
15 mm nominal bore
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and 1S: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)
For fixed portion
Powder coated aluminium minimum thickness of powder coating 50 micron)
Providing or and of fixing anodised aluminium grill (anodised transparent dyed to required shade according to 1S: 1868 with minimum anodic coating grill to grade AC 15) of approved design/ pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
Total
Cost index 0 % (107-107/107X100) on PAR-2023 (C.I approved for Panchkula w.e.f. 01.10.2022 by SDG(Chd)
Total
Add for EPF & ESI @ 3.94% on total value as per Annexure 14 of SOP to CPWD Works Manual 2019
Total
Add contigencies @5%
Total
Junior Engineer
Assistant Engineer,
CPWD, CCSD-IV
Panchkula
Sector-7B, Chandigarh
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