Public Works Department Tender
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Costs
EMD
₹ 3,33,818Document Cost
₹ 8,000Tender Fee
Refer Documents
Summary
Construction Of Water Supply Scheme At Bhanuram Kp Based On Existing Manu River At Bhanuram Kp Of Debacherra Vc Within The Jurisdiction Of Chawmanu R.d Block Under Dws Sub-division, Chawmanu
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEDWS_56094_1Tender No
07/ACE/PWD(DWS)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
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
7.65
231
1772
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.45
1177
530
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
All works upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
0.45
9295
4183
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
All works upto plinth level:
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone
aggregate 20 mm nominal size)
1.4
12073
16843
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.1
14075
1337
... More
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.
178.64
103
18561
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.36
13305
4790
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
110.25
103
11455
... More
G.I barbed wire fencing 1.8 m high
Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner postshall be strutted on both sides and end post on one sideonly and provided with 12 horizontal lines and 2 diagonalsinterwoven with horizontal wires, fixed with GI staples, turnbuckles etc complete as per MoRT&H TechnicalSpecification clause 808.
260
659
171522
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Columns, piers, abutments, pillaras, posts and struts with wooden plank
8.4
570
4788
... More
12 mm cement plaster of mix
Cement mortar 1:4 (1 cement : 4 fine sand)
6
224
1345
... More
Neat cement punning.
1.2
56
68
... More
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
4.8
48
231
... More
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
4.8
78
376
... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using
steel etc. complete as required:-
In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. Lump Sump for Gate and other miselenious work
250.55
142
35653
... More
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content [Payment shall be made after submission of Test Certificate issued by the Manufacturer].
With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre
12
47
572
... More
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
12
135
1630
... More
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.
-All kinds of soil
5.1
161
823
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.03
9845
49512
... More
Half brick masonry work with the first class brick work in superstructure a upto floor-five level including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
9.38
1533
14377
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15º landings, balconies, shelves, chajjas, linels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.3
15780
4734
... More
Construction of Toilet block.
-
-
-
... More
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
15.31
231
3547
... More
Supplying and filling in plinth, under floor, foundations etc.
with sand (fine) from local quarry with all lifts including
spreading in horizontal layers, watering, grading to
required slope, ramming, consolidating and compacting
each layer by using plate compactor or by any suitable
method complete.
1.97
1177
2324
... More
Providing and laying in position cement concrete of
specified grade excluding the cost of centring and
shuttering -
-All work upto plinth level
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
1.65
9295
15329
... More
First class brick work in foundation and plinth including cost of all materials as required complete
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.86
9845
57722
... More
6.3 First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.65
11410
7360
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
12.36
1533
18946
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge.
10.9.2 40 mm thick with 20 mm well burnt brick aggregate
5.25
597
3136
... More
12 mm cement plaster of mix 12.1.4) cement mortar 1 : 4 ( 1 cement : 4 fine sand )
33.26
224
7457
... More
15 mm cement plaster on the rough side of single or half brick wall of mix:
12.2.2 cement mortar 1 : 4 ( 1 cement : 4 fine sand )
34.39
260
8962
... More
Neat cement punning
25.4
56
1443
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of
centring, shuttering, finishing and reinforcement-
All work upto plinth level:
5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size
0.04
11693
433
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.84
13204
11118
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
7.86
729
5734
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
0.63
391
246
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
120
103
12468
... More
6 mm cement plaster of mix.
Cement mortar 1:4 (1 cement : 4 fine sand)
10.06
176
1773
... More
Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overall
dimension, as below (tolerance +/- 1mm) with wall thickness 2.0mm+/- 02mm. corners of the door frame
to be jointed with galvanized rackets and stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 × 19 mm and 1 mm +/- 0.1 mm wall
thickness and 3 nos stainless steel hinges fixed to theframe complete as per manufacturers specification
and direction of Engineer-in-Charge.
Extruded section Profile size 48x40 mm.
5
266
1335
... More
30mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC profile
section of size 30mm x 60mm and wall thickness 2mm ± 0.2mm with inbuilt decorative moulding edging on one side. The styles and rails with plastic brackets of size
75×220 mm mitred and welded at the corners. The styles of the shutter reinforced by inserting galvanised MS tube of size 25×20 mm and 1 mm ± 0.1 mm wall
thickness. The lock rail made up of "H" Section, a UPVC profile section of size 30×100 mm and 2 mm ± 0.2 mm wall thickness welded to the shutter style with a UPVC profile section single panel of size not less than 620 mm, having overall thickness of 20 mm and 1 mm ± 0.1 mm wall thickness with 20 mm panel beading of suitable size/Glass (4 mm thick plain glass)/ louver section,louver frame of suitable size, complete as per manufacturer's specification and direction of Engineer in charge
1.68
2411
4050
... More
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete
including cutting and making good the walls and floors wherever required :
White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
1
5680
5680
... More
Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
1
7228
7229
... More
Providing, fixing and laying rigid UPVC pipes conforming to
IS : 4985 jointing with couplers, of same class conforming toIS : 10124 ( Pt-II ) with solvent cement conforming to IS :14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the
Engineer - in - charge. A). Class - 3 ( working pressure 6.0 kg / cm2) ii). 110 mm OD (for vent pipe and outlet of S/T)
8
372
2977
... More
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11/ 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. ii). 110 mm OD
2
356
713
... More
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the
Manufacturer.
21.93
94
2081
... More
Two or more coats on new work Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.60.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture
2.43
154
375
... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately)
i. 15 mm dia
10
57
573
... More
ii. 20 mm dia
50
65
3295
... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
2
131
262
... More
ii) 20 mm dia
2
148
297
... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge
iii). 15 mm dia 225 mm long
2
74
149
... More
Providing and fixing brass bib cock of approved quality : i). 15 mm nominal bore
1
374
374
... More
Providing and fixing brass stop cock of approved quality i). 15 mm nominal bore
1
374
374
... More
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.
-All kinds of soil 2/3 of item no 1
10.2
161
1645
... More
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked
with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank
500
12
6050
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture
[Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
27.93
160
4493
... More
Raw Water Pump House, Electrical works
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
Earth Cutting For Sump Pump House
101.31
179
18226
... More
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
22.93
231
5311
... More
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. -All kinds of soil
15.29
161
2466
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
3.89
1177
4584
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering
-All work upto plinth level:
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
3.92
9295
36476
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of
centring, shuttering, finishing and reinforcement-
-All work upto plinth level
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate
20 mm nominal size)
17.12
14075
241016
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,
plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five
level excluding cost of centring, shuttering, finishing and reinforcement 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate
20 mm nominal size)
2.27
15502
35159
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, taircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and rinforcement
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate
20 mm nominal size)
1.68
15780
26512
... More
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate
20 mm nominal size)
0.47
13204
6246
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of
all materials as required complete:-
6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand ).
44.1
1533
67627
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
11.04
894
9873
... More
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more (@ 2 % of item no. 6,item no. 7)
2747.7
103
285486
... More
Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more(@ 2 % of item no. 8.1,item no. 8.2)
305.08
103
31698
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
6
333
2003
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
19.6
391
7664
... More
Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shuttering
ply
67.2
496
33338
... More
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
16.32
570
9302
... More
Weather shade, Chajjas, corbels etc., including edges
2.74
531
1455
... More
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
72.9
224
16344
... More
15 mm cement plaster on the rough side of single or half brick wall of mix:
a) cement mortar 1 : 4 ( 1 cement : 4 fine sand )
77.75
260
20263
... More
6 mm cement plaster of mix :
a) cement mortar 1 : 4 ( 1 cement : 4 fine sand )
17.3
176
3048
... More
Neat cement punning.
32.61
56
1852
... More
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
10.5.1) 40mm thick.
13.5
614
8293
... More
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete.
10.13.1) 18 mm thick
14.6
453
6624
... More
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
103
985
... More
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
200
107
21440
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
8.46.1) Fixed to steel windows by welding
25
161
4038
... More
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with
bolts & nuts, rivets, locking arrangement, handles, hooks
& eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved
steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces
5.76
4711
27139
... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
165
146
24123
... More
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 and 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.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
26.95
1205
32486
... More
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer.
49.28
94
4677
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture
[Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
61.34
160
9870
... More
Two or more coats on new work Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.60.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved
brand and manufacture
38.42
154
5932
... More
12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :12.16.3) Raised Band
8
5
44
... More
Lettering with black japan paint of approved brand and manufacture on new work.
1000
3
3600
... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge..
1
9372
9372
... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
i) 10 sqmm
50
269
13495
... More
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
ii) 25 HP/18.5 kw Relay range within 13-21 + 10%
2
17526
35053
... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
i) 63 amps
1
6123
6124
... More
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.
Iv) 63-80 Amps
1
5263
5263
... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1135
1135
... More
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1964
1965
... More
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
1
267
268
... More
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V
1
749
749
... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23655
23656
... More
Providing & fitting, fixing of 5000/23 (GPH/M3/Hr) capacity of 45-60 mtr head of horizontal split case centifugal pump & accessories of "Mathur & Platt"/kirloskar along with KEC/ BCH/SEMINS/ CROMPTON /KIRLOSKAR make motor of 7.5 KW/10 HP, TEFC sq cage 1500/2900 FPM (syn) 3 phase 415 + 10% volt 50 hz, Ac supply case "F" insulation IP-55 protection Horizantal foot mounted induction motor as per IS-325, 1987, Suction & Delivery Dia 65 X 50 mm in/c making RCC base ( Cost of RCC Base will be paid Separately) for fitting fixing of pump motor set complete at site of work as per direction of the Engin- in charge
2
72643
145286
... More
RCC TRAY AREATOR (5000 GPH Capacity)
-
-
-
... More
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
9.13
231
2115
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.51
1177
600
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 well burnt brick aggregate
40 mm nominal size)
2.26
9295
21018
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level: 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.8
14075
25308
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.87
15502
13440
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.19
15780
34529
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns.
1.2
303
364
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.5
333
1169
... More
Circular columns with ply shutters
4.81
705
3392
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
17.52
729
12781
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
11.72
496
5814
... More
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(@ 2% of item no 4)
254.77
103
26471
... More
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more(@ 2% of item no 5,item no 6)
432.89
103
44977
... More
6 mm cement plaster of mix :
Cement mortar 1:3 (1 cement : 3 fine sand)
45.49
185
8447
... More
Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
33.89
269
9130
... More
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.
All kind of soil
6.09
161
982
... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
A) External work.
xi). 150 mm dia. nominal bore
12
1931
23178
... More
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
xi). 150 mm dia
2
2474
4950
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD scification and direction of the Engineer - in - charge.
iv). 150 mm dia
A) PN - 1.6
2
8238
16477
... More
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
iv). 150 mm nominal bore
1
11207
11208
... More
Excavating trenches of required width for pipes, cables etc.including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -charge
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
88
133
11774
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
100 mm dia Ductile Iron Class K-7 pipes.
44
1861
81888
... More
150 mm dia Ductile Iron Class K-7 pipes.
44
2602
114488
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. 100 mm dia
8
41
333
... More
150 mm dia
8
78
626
... More
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A) D.I. all socketted Bend 90 degree
150 mm dia
2
3495
6990
... More
B). D.I. all socketted Bend 45 degree
iii) 150 mm dia
2
3418
6837
... More
I). D.I. Double Socketted tapper
150 x 125/100 mm dia
1
2738
2738
... More
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer -in - charge.
ii) 150 mm dia
7
185
1296
... More
iv) 100 mm dia
7
98
692
... More
Constructing masonry Chamber 90x90x100 cm,inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm
deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
A). With Second Class bricks
1
20432
20433
... More
Construction of Sedimentation Tank (15000 Gallon Capacity)
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil
61.04
179
10981
... More
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
4.8
231
1112
... More
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. -All kinds of soil
23.55
161
3798
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
4.07
1177
4790
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick
aggregate 40 mm nominal size)
3.42
9295
31782
... More
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
2.12
11355
24074
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
9.45
14075
132944
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
10.98
15502
170183
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
4
15780
63045
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with steel formwork
5.6
401
2245
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
137.99
496
68459
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
23.17
729
16905
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
14.91
391
5829
... More
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
3678.81
103
382228
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
566.09
103
58817
... More
First class brick work in foundation and plinth including cost of all materials as required complete
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.01
9845
9973
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10.17
1533
15596
... More
6 mm cement plaster of mix :
12.4.1) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
232.1
176
40896
... More
Neat cement punning.
232.1
56
13183
... More
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-
9.16.3 G.I.pipes
40 mm dia G.I pipe;
366.66
173
63432
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge
i). 150 mm dia
A. PN-16
2
8238
16477
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
365.48
77
28397
... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
A). External work
i) 100 mm dia nominal bore
30
1466
43992
... More
ii) 150 mm dia nominal bore
30
1931
57945
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
27.13
894
24262
... More
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
100
107
10720
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge
i)150 mm dia ductile iron class K - 7 pipes
22
2602
57244
... More
200 mm dia ductile iron class K - 7 pipes
15
3348
50229
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun )cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD
specification and direction of the Engineer - in - charge.
i)150 mm dia
4
144
578
... More
ii) 200 mm dia
2
220
440
... More
HRF SSF ( 3000 lit / Hr capacity)
-
-
-
... More
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.
a) All kinds of soil.
116.45
231
26970
... More
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.
a) All kinds of soil
77.63
161
12522
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable
method complete.
8.65
1177
10179
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
a) All work upto plinth level:
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
2.25
11355
25550
... More
ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt aggregate 40 mm nominal size)
8.65
9295
80371
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
557.54
77
43321
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
a) All work upto plinth level:
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
10.98
14075
154550
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,
plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five
level excluding cost of centring, shuttering, finishing and rinforcement i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
36.01
15502
558188
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.24
15780
19568
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2021.65
103
210049
... More
Centering shuttering including struttings, propping etc. and removal of form work for
5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
13.61
333
4544
... More
5.8.3.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
298.13
496
147902
... More
5.8.4.3.Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props.
11.4
710
8101
... More
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
5974.35
103
620735
... More
12.6.1) 6 mm cement plaster of mix
i)cement mortar 1 : 4 ( 1 cement : 4 fine sand )
311.51
176
54888
... More
Neat cement punning.
100
56
5680
... More
First class brick work in foundation and plinth including cost of all materials as required complete
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
3.31
9845
32568
... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required
ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete
161.84
142
23030
... More
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-
i) G.I.pipes.
333.61
173
57714
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size
well rammed and consolidated and grouted with fine sand including finishing the top smooth.
22.32
894
19961
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture
[Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
12.41.1 New work ( two or more coats applied @ 1.67 litre/10 sqm
over and including priming coat of exterior primer applied
@ 2.20 kg/10 sqm)
100
160
16090
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the
Manufacturer]: Two or more coats on new work
100
106
10690
... More
Excavating trenches of required width for pipes, cables etc.
including exacavation for sockets, dressing of sides where
required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each
deposited layer by ramming, watering etc. and disposing of
surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
12
133
1606
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
i) 100mm dia
6
743
4463
... More
50 mm dia
2
524
1048
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
i) 100mm dia a) PN-1.6
4
5561
22244
... More
Providing and fixing G.I. pipes of medium class as per IS :
1239 with latest amendment complete with G.I. fittings
including trenching and refilling, cutting and making good the
walls etc. complete as per CPWD specification and direction
of the Engineer - in - charge. A) External work. i) 100 mm dia. nominal bore ( padel pipe )
18
1466
26395
... More
ii) 50 mm dia. nominal bore ( internal connection )
60
653
39234
... More
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD
specification and direction of the Engineer - in - charge.
i) 100 x 100 x 100 mm dia
2
1225
2450
... More
Providing 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 as required.
100
109
10960
... More
Providing, fixing and laying ASTM-D 1785 PVC pipe SCH-80 in the filter bed includin testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i) 100 mm dia
76.48
1061
81151
... More
Labour charge for making 10 mm dia perforation in 90/110/140 mm dia UPC/ASTM pipes in staggeed manner @ 20 nos nos/ meter as per direction of Engineer-in-charge.
76.48
56
4343
... More
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. i) 100 mm dia
20
560
11208
... More
Providing, fixing and laying fabricated UPVC equal tee
conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in- charge
i) 110 x 110 mm dia
25
580
14510
... More
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS :14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A) Class - 3 ( working pressure 6.0 kg / cm2)
i) 110 mm OD
12
372
4465
... More
Providing, fixing and laying fabricated UPVC end cap
conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD pecification and direction of the Engineer - in- charge
i) 110 mm dia
2
174
349
... More
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i) 100 x 100 x 40 mm dia
1
1130
1131
... More
5.2.Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i) 50 mm dia
1
494
495
... More
Providing and placing selected sand from Local quarry ( Manu Area ) incuding spreading at site as per specification and the direction of the Engineer - in - charge.
37.8
2108
79682
... More
Providing and placing filter gravel having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.
31.05
28038
870589
... More
Clear Water Tank (15,000 Gallon capacity ) with pump house
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
85.86
231
19885
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
6.3
1177
7412
... More
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.
'-All kinds of soil
57.24
161
9233
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick
aggregate 40 mm nominal size)
5.28
9295
49081
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:6 ( 1 cement : 6 fine sand ).
0.13
9515
1199
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
13.84
14075
194736
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1660
103
172474
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
10.15
15502
157316
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
9.71
15780
153154
... More
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.57
13204
7553
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
22.03
401
8840
... More
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
87.04
496
43181
... More
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and
cantilevers with wooden plank
48.81
391
19085
... More
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
13.4
570
7638
... More
Weather shade, Chajjas, corbels etc., including edges.
1.83
531
972
... More
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
50.12
729
36560
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or
more
2451
103
254659
... More
6 mm cement plaster of mix
i) cement mortar 1 : 3 ( 1 cement : 3 fine sand )
406.4
185
75469
... More
ii) cement mortar 1 : 4 ( 1 cement : 4 fine sand )
56.52
176
9959
... More
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer.
94.34
94
8953
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
172.64
160
27778
... More
Two or more coats on new work Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even
shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.60.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture
154.4
106
16505
... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work. xi). 150 mm dia. nominal bore
12
1931
23178
... More
ix) 100 mm dia. Nominal bore
12
1466
17597
... More
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
ix) 100 mm dia.
1
2147
2148
... More
i) 150 mm dia.
1
2474
2475
... More
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
i) 150 mm nominal bore
2
588
1177
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
i) 150 mm dia
A) PN - 1.6
1
8238
8239
... More
Neat cement punning.
50
56
2840
... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm\ width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701.
4.32
5342
23079
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
47.06
1533
72167
... More
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks
& eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary
fittings, including applying a priming coat of approved steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces
Door & Windows
5.76
4711
27139
... More
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
30
169
5091
... More
8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
14
190
2661
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all
complete as per direction of Engineer-in-charge.
40 mm thick with 20 mm well burnt brick aggregate
13.77
597
8226
... More
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete
10.13.1) 18 mm thick
5.22
453
2368
... More
12 mm cement plaster of mix
12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
48.32
224
10833
... More
15 mm cement plaster on the rough side of single or half brick wall of mix:
12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
50.1
260
13056
... More
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 and 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.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
26.95
1205
32486
... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
Truss
174.27
146
25478
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
476
77
36985
... More
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
A). With Second Class bricks
1
20432
20433
... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.
1
9372
9372
... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge II0 10 sq mm
30
269
8097
... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge
iii. 63 amps
1
6123
6124
... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1135
1135
... More
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1964
1965
... More
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
1
267
268
... More
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V
1
749
749
... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23655
23656
... More
Providing & installation of necessary arrangement of disinfection of clear water by clorination through metering pump in/c all necessary equitments complete as per specification and direction of the Engineer-in-charge(1 no. metering pumpwith motor 0.3 to 30 Iph capacity of swellore/milton ray/toscon jesco make 1 no. 50 ltr. capacity SS solution tank of 5 mm shell thickness with 6 mm bottom plate, 1 no DOL Motor starter of L & T /BCH make 3 phase,50 hz,415 volt,10 meter PP-R pipe PN-16,50 mm dia N8,4 kg of sodium hypochloridesolution etc. complete.
1
56680
56680
... More
Providing and installation of Submerssible pumps with suitable motor of 430 lpm/5500 GPH,Discharge head 130 mtr.3 phase 415V + 6 % -15 % ,25 HP /18.5 KW (Havells/Kiroloskar/KSB upto the required depth complete with rubber washer nuts and bolts etc. as per required size and making necessary electrical connection with main switch/starter with motor in/c commissioning and trial run as per direction of the Engineer-in-charge.(Pump Motor set with cable will be arranged by the agency and required GI Column pipe of medium class for column assembly will be paid separately.(for boosting water from immediate storage tank)
1
145320
145320
... More
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
ii. 25 HP/18.5 kw Relay range within 13-21 + 10%
1
17526
17527
... More
Providing and Laying of CI/DI/GI/UPVC pipe (rising line & distribution line).
-
-
-
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work a). In all kinds of soil
i. For pipes not exceeding 90 mm dia
4700
87
411720
... More
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
5000
106
532000
... More
B). For G.I. / C.I. / D.I. pipes in new work
a). In all kinds of soil
i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
30
133
4014
... More
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A) Class - 3 ( working pressure 6.0 kg / cm2)
i) 40 mm.
500
89
44900
... More
i) 50 mm.
500
112
56400
... More
iv) 90 mm OD
4200
271
1139880
... More
v) 110 mm OD
4000
372
1488400
... More
v) 140 mm OD
1000
612
612800
... More
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
iv) 50 mm dia
60
332
19938
... More
v) 65 mm dia
40
385
15424
... More
vi) 80 mm dia
140
440
61656
... More
vi) 100 mm dia
380
495
188214
... More
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.(External work)
i) 15 mm dia. Nominal bore
50
254
12700
... More
iii) 40 mm dia nominal bore
50
549
27455
... More
iv) 50 mm dia nominal bore
180
653
117702
... More
v) 65 mm dia nominal bore ( for Crossing of domestic connection )
120
830
99600
... More
vi) 80 mm dia nominal bore (Road Crossing / Bridge/narrow tilla area)
420
1021
429198
... More
vi) 100 mm dia nominal bore (for Raw Water collection to treatment plant)
1140
1466
1671696
... More
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
v) 50 mm dia
10
190
1900
... More
v) 90 mm dia
20
298
5974
... More
v) 110 mm dia
25
356
8910
... More
v) 140 mm dia
20
466
9336
... More
Providing, fixing and laying fabricated UPVC end cap
conforming to IS : 10124 ( Part 4 ) with solvent cement
conforming to IS : 14182 including testing of joints complete
as per CPWD specification and direction of the Engineer - in - charge.
90 mm dia
8
148
1190
... More
50 mm dia
4
102
408
... More
110 mm dia
4
174
698
... More
Providing, fixing and laying fabricated UPVC equal tee
conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWDS Specification and direction of the Engineer - in - charge
50 x 50 mm dia
8
262
2100
... More
90 x 90 mm dia
8
352
2818
... More
110 x 110 mm dia
8
580
4643
... More
140 x 140 mm dia
8
818
6544
... More
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
iv) 110 x 90 mm dia
8
321
2569
... More
iv) 140 x 90 mm dia
8
395
3166
... More
iv) 140 x 110 mm dia
8
426
3414
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
i. 100 mm dia Ductile Iron Class K-7 pipes
30
1861
55833
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun )
cast iron pipes or ductile iron pipes including testing of joints
and including the cost of rubber gasket as per CPWD
specification and direction of the Engineer - in - charge.
ii) 100 mm dia
20
93
1874
... More
Charges for cutting D.I. pipe with steel saw by manual
means as per CPWD specification and direction of the
Engineer - in - charge.
ii) 100 mm dia
10
98
988
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
A) D.I. all socketted Bend 90 degree
iii) 100 mm dia
4
2167
8669
... More
B). D.I. all socketted Bend 45 degree
iii) 100 mm dia
4
2080
8323
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge A. PN-1.6
(i) 80 mm dia.
3
4319
12959
... More
(ii) 100 mm dia.
6
5561
33367
... More
Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the
Engineer - in - charge. ( The tail pieces, tapers etc if required
will be paid separately ).
ii) 100 mm dia
3
10317
30952
... More
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
ii) 100 mm nominal bore
1
7504
7505
... More
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -charge. a) 15 mm nominal bore
66
110
7286
... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge..
ii) 100 mm dia
66
131
8646
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1000 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work a). In all kinds of soil
i. For pipes not exceeding 40 mm dia
500
39
19600
... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
i) 15 mm dia
560
57
32088
... More
i) 25 mm dia
300
74
22410
... More
Providing and fixing G.I. socket as per CPWD specification
and direction of the Engineer - in - charge.
i) 15 mm dia
66
78
5188
... More
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per CPWD specification and direction of the engineer-in-charge. a) 10 mm nominal bore.
66
358
23654
... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
110 mm dia with 15 mm dia opening
10
528
5282
... More
90 mm dia with 15 mm dia opening
16
447
7163
... More
140 mm dia with 15 mm dia opening
10
589
5897
... More
50 mm dia with 15 mm dia opening
10
384
3847
... More
40 mm dia with 15 mm dia opening
20
362
7254
... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge. 15 mm dia 225 mm long
66
74
4924
... More
15 mm dia 75 mm long
66
64
4231
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
ii) 50 mm dia
5
524
2621
... More
vi) 40 mm dia
5
470
2352
... More
vi) 80 mm dia
3
675
2025
... More
Providing concrete for plain/reinforced concrete in open
foundations complete including formwork as per drawings
& MoRD technical specifications Clauses 802, 803, 900,
1202 and 1203. (including centering, shuttering, staging
etc. but excluding reinforcement).
I) P.C.C grade M 10(i) nominal Mix 1 : 3 :6
( Pipe Support Pillars )
0.45
9983
4493
... More
III) P.C.C grade M 20(i) nominal Mix 1 : 2 : 4
( Pipe Support Pillars )
2.7
10774
29092
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more(@ 2 % of item no 23 Qty)
382.59
103
39751
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