Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date10 Jul 2024
Closing Date30 Jul 2024
Tender Amount₹ 29,30,743
Costs
EMD
₹ 58,615Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBPWD_710868_1Bid Award Id
ViewTender No
WBPWD/SS/EE-J.D./e-NIT -02/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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BOQ Items
Post Constructional Measures :
d) Anti-termite treatment to the junction of wood work and masonry walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight including spraying at the points of contact with the adjoining masonry by drilling 6m. dia holes at a downward angle of about 45 degree at the junction of woodwork and masonry and squirting chemical emulsion into
these holes at the rate of half litre per hole. The entire work is to be carried out as per specification of Code I.S.-6313 (Part-III)-1981. The shutters are to be sprayed with emulsion. on both sides. All wooden fixtures like almirahs, racks etc. are also to be throughly sprayed with chemical emulsion.(Payment will be made on the basis of outside measurements of doors and windows).
19.14
1168
61
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
7.79
3482
447
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
upto 150 mm. thick.
13.22
12409
939
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
In ground floor including roof.
1.79
3501
1956
Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
183.65
9183
50
Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed.
212.88
8728
41
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
At Gr. floor (Inside).
Inside periphery Wall.
462.74
8792
19
Cutting chase upto 125 x 150 mm. and subsequent
mending of damages.
In brick wall [Cement-3.6 Kg/Mtr].
84.02
7226
86
Labour for scrapping and picking up old dilapidated mortar / plaster (Cement / Surki / Lime mortar) from the surface of old Brick faces including cleaning the frog without damaging the Brick and stacking the Bricks at Site / Stacking yard as per direction of Engineer-in-charge including removing all debris rubbish from site complete.
(BRICKS AVAILABLE FROM DISMANTLING OF MASONRY).
Approx 20% salvaged brick available from Volume of Dismantled Brick work.
1056
1003
950
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
225.79
77672
344
Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth.
(BRICKS AVAILABLE FROM DISMANTLING OF MASONRY)
33
1320
40
Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, If any, in ground floor. as per relevant IS codes.
Pakur Variety. In ground floor.
25.49
144746
5678.53
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
Pakur Variety.
35.89
221283
6165.6
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
253.5
6084
24
Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor).
Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
Ground floor.
228.86
81703
357
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.
For works in foundation, basement and upto roof of ground floor / upto 4m.
JSW/JSPL/SHYAM/SRMB….etc.
2
110287
55143.62
Brick work with 1st class bricks in cement mortar (1:6)
In foundation and plinth.
9.08
46263
5095.06
In superstructure, ground floor.
3.5
18610
5317.06
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
65.04
45369
697.56
Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.
6.6
594
90
Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment].
1.65
1295
785
Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).
6.6
2039
309
Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.
20 mm thick.
6.6
3214
487
Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works, using cement @ 1.75 kg./sq.m. all complete including all materials and labour. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
25 mm thick.
48.72
12765
262.01
Supplying dividing strip fitted and fixed with cement mortar (1:3) in mosaic or patent stone floor, dado etc. complete as per direction of the Engineer-In-Charge. Glass : 3 mm. thick.
20 mm. wide strip.
15
255
17
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m].
188.93
188068
995.44
Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m].
32.34
36691
1134.55
Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. Deep Colour & White.
5.84
9791
1676.47
Galvanised iron sheet eaves gutter fitted and fixed withnecessary 50 mm X 6 mm M.S flat bar clamps bent to design,bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping).
300 mm. wide gutter.
30.8
12382
402
Galvanised or painted wind-tie made of M.S. flats, fitted and fixed complete including cost of necessary fittings. Made with 40 mm. X 6 mm. flats.
137.4
16351
119
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. For structural members of specified sections weighing less than 22.5 Kg./m.
1.33
96481
72603
M.S. structural works in roof trusses with tubular sectionsonforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, isting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. Therates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof . For trusses spanning up to 12.00 m.
50mm dia. medium quality 2.9 th.
32 mm dia. medium quality 2.6 th.
25 mm dia. medium quality 2.6 th.
1.9
138607
72951
M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.
Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
2.65
26206
9888
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
5.04
6572
1304
Welding in M.S. structural work with gas or electric: Tack weld.
260
2340
9
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps.
Sal: Malayasian.
In Gr. Floor.
0.34
26025
76096
Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer‟s specification and direction of Engineer-in-Charge.
66mm x 90mm.
5.6
2156
385
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made).
35mm thick shutters with 19mm thick panel of size 30 to 45 cm.
Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
11.88
33133
2789
Glazed shutters of doors, windows, fan light, clerestory windows etc. as per design (with ordinary glass of 7.4kg./sq.m. 3mm. Thick) fitted with putty bed and teak wood bead and nails including fitting and fixing shutter in position but excluding the cost of hinges and other fittings. cost of glass, putty, wooded beads etc.will be paid separately.
In ground floor.
35mm thick shutters.
Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
2.16
5707
2642
Supplying, Fitting & Fixing 30 mm thick thick both side prelaminated Double Leaf Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge.
In ground floor.
2.94
7979
2714
Square or hexagonal mesh netting made with 18 B.W.G. galvanised wire, fitted and fixed complete as per design (excluding the supporting framework but including local sal wood battens of size 37.5mmx25mm). In ground floor. 19mm mesh.
72.96
29330
402
Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately).
40mm X 6mm, 250mm Length.
60
1740
29
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
100mm. X 58mm. X 1.90mm.
52
2444
47
Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:
150mm long x 10mm dia. bolt.
22
1386
63
300mm long x 12mm dia. Bolt.
2
302
151
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:
With continuous plate base (Hexagonal/ Round rod).
125 mm grip x 10 mm dia rod.
2
190
95
Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete.
300mm x 19mm dia. bolt.
1
297
297
Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately).
Upto area 2.5 Sq.m.
16.98
2021
119
Providing and fixing thermal insulation of ceiling with Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/m3, 50m mm thick, wrapped in 200 G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire.
78.65
22101
281
P.V.C- False Ceiling :
Providing False Ceiling made with framework of steel tube of 40mm x 20mm of not less than 18 gauge,the long and cross section will be welded with each other 1000mm to 1200mm apart the entire framework will be fixed in wall using rawlplug or gutties or screws etc. and suspended from ceiling with M.S flat 19mmx3mm as necessary,the entire frame will be painted with red oxide. PRINTED LAMINATED P.V.C Section 150mm x 12mmx 1.00mm (+/- 0.01mm) of approved quality and colour will be fixed on the frame so that the entire framework will not be visible from below P.V.C Section will be fixed with the frame with the help of self tapping steel screws including all materials and labour charges including fitting,fixing the same and hoisting including mending the damages in all respect and cost of paint as required as per direction of Engineerin- in-Charge .
In ground floor.
78.65
109638
1394
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary.
With 6:1 cement mortar.
20 mm. thick plaster (External).
In ground floor.
203.5
30877
151.73
15 mm. thick plaster.
In ground floor. (internal).
393.25
52519
133.55
With 1:4 cement mortar.
15 mm. thick plaster (External).
In ground floor.
74.9
11103
148.24
10 mm. thick plaster.
In ground floor. (External).
28.51
3437
120.55
Labour for Chipping of concrete surface before taking up Plastering work.
51.32
1078
21
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.
103.41
3388
32.76
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats.
Water based interior grade Acrylic Primer.
In ground floor. (internal).
198.77
13914
70
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
One Coat.
In Ground Floor: Outside wall.
379.94
11930
3140
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in- harge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
Premium 100% Acrylic Emulsion
In Ground Floor:(Two Coat).
379.94
31915
84
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
169.13
4905
29
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
37.8
1436
38
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
On timber or plastered surface :
With super gloss (hi-gloss) -
Two coats (with any shade except white).
37.8
3062
81
On steel or other metal surface :
With super gloss (hi-gloss) -
Two coats (with any shade except White).
169.13
13361
79
Supplying best Indian sheet glass panes set in putty (as per I.S specification) and fitted and fixed with teak wood beads and nails complete. (In all floors for internal wall & upto 6 m height for external wall).
3 mm thick (weighing 7.4 kg/Sq.m).
2.16
1683
779
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.
UPVC Pipes:
160 mm. Dia.
22.4
10864
485
Bend 87.5 degree.
160 mm. Dia.
16
6464
404
Shoe
160 mm. Dia.
8
2440
305
Stitching crack in brick wall by carefully cutting out face brick 125 mm. deep into the wall, cleaning the gap and filling up the same with precast cement concrete block carefully set in cement mortar (1:3) including mending good damages and finishing the surface to match with adjacent areas complete as per direction.
With reinforced cement concrete blocks (1:1½:3) with
stone chips and nominal reinforcement.
Block size 250 x 125 x 150 mm.
250 th. Brick wall crack stitching.
18
2250
125
Supplying, fitting and fixing PUF insulated sandwich roof panels of total thickness not less than 30 mm having pre-coated Galvanised sheet conforming to IS:14246-1995 of minimum thickness 0.5 mm for top & 0.4mm for bottom with minimum yield stress 550 MPa and Zinc coating of minimum 120 gsm as per IS: 277-1992 as skin on both side of PUR core (density 40 ± 2 kg/cum & self extinguishing) affixed to generate minimum adhesive strength (foam to steel) 2.9 kg/cm 2 and external face is made corrugated in shape for GI and PUR both material. The crest height of the panel shall be of 28 mm to 35 mm minimum with 200 to 250mm c/c pitch. The Pre-coated sheet shall contain 5-7 microns epoxy primer over zinc coating on both side of the sheet and polyester top coat 15-18 microns. The PPGL/ PPGI Sheet shall have protective guard film of minimum 25 microns to avoid scratches while transportation. The roof panels are laid over a frame work of trusses, columns and purlins fixed using 90 mm & above self drilling self tapping (SDST) screw with rubber washer including all types of fasteners, ridges and end capping as per structural design & direction of Engineer-in Charge complete in all respect.
30 mm thickness panel for roofs.
237.8
511270
2150
Supplying and laying in the specified pattern of interlocking Concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658: 2006) manufactured from BIS license manufacturer, with spacer nib (small protuding profile on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving block, as per cl. no 3.26 of IS : 15658) and of specified size & shaped with aspect ratio ( the ratio of length to thickness of paver blocks, as per C.I. NO. 3.3 of IS 15658). As per Table 2 of IS:15658 with flextural strengt/ breaking load as per Annexure Gof IS:15658 , on the prepared base course of specified CBR as per Table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP- 63) and filling up the gaps in between paver blocks with joint filling sand ( the grading of the joint filling sand will be as par cause 6.5.2 of IRC SP- 63) and completing the edge with cut blocks as per CI No- 8.7 of IRC SP- 63(2018) with proper confinemeny=t of bedding and joint filling sand , compacting levelling, and filling up of the edge gap. 60 mm thick
Coloured Decorative.
87.5
95813
1095
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. For Depth upto 150 mm .
87.5
1260
14.4
GST @18% (Eighteen Percent) over Sl. No. 1 to 64
18
442636
1
Labour Welfare Cess @1% (one percent) over total amount including GST.
1
29017
1
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