Public Works Department Tender
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Costs
EMD
₹ 77,978Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_39192_1Bid Award Id
ViewTender No
DNIeT. No. 34/EE/DWS/DIVN/UDP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
... More
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5m...... All kinds of soil.
78.55
1060
13.5
... 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.
43.05
38207
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : - All work upto plinth level i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
39.62
368711
9306.9
... More
First class brick work in foundation and plinth including cost of all materials as required complete:- A) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
57.96
515136
8888.4
... 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 : A) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
10.53
101179
9607.7
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above level. i) TMT bars og grade Fe-500D or more.
947.79
74117
78.2
... 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- A) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.5
4520
9039.5
... 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- (A)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1.7
18265
10737.8
... More
Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundation, footings, bases for columns,etc. for mass concrete with timber plank.
79.19
21295
268.9
... More
ii) Columns, pillars, piers, Abutments, post and struts with wooden plank.
3
1387
462.3
... More
iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
5.52
1752
317.7
... More
12 mm cement plaster of mix. i) In cement mortar 1 : 4 (1 cement : 4 fine sand )
143.48
25081
174.8
... More
Neat cement punning :
135.85
6127
45.1
... 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.... A) 0.63 mm thick with zinc coating not less than 275gm/m2.
15
12899
859.9
... More
Providing ridges or hips of width 60 cm over all in plain G.S. fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. i) 0.63 mm thick with zinc coating not less than 275 gm /m2
10.5
5948
566.5
... More
Pumping out of water by diesel engine pump as per specification and direction of the Engineer-in-charge.
10
5883
588.3
... More
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position: i) Local Teak wood
0.27
23860
87719.7
... More
Providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 kg per sqm to window frames etc. including 62 x 19 mm beading of Gamair wood.
23.88
27829
1165.4
... More
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge. A ) " CM" casing pipe. i ) 150 mm dia
15.4
16293
1058
... 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 ) 150 mm dia
1
472
472.4
... More
Supplying and installation of water lubricated submersible pump having ISI marked of capacity 2000 GPH total head upto 60 mtr. couple with submersible motor 3 HP suitable 240 volts(+10% variation single phase,50HP AC supply DOL starting method to run at 2880RPM alongwith 35 mtr 2.5sqmm PVC insulated 3 core flat copper cables including fitting fixing and lowering it with 40mm dia G.I. pipe upto 100 ft.(30.00mtr) etc. complete as per direction of the Engineer-in-charge.(40mm dia. G.I. pipe and fittings will be paid separately)
1
34721
34721
... More
Supplying and fitting fixing of MS box of having size 60cm x 60cm x 45cm with slope roof and front shutter with locking arrangement fitted with 4 nos. 40mm x 40mm x 6 mm MS angle of 1.60m long in/c providing & fitting wooden board inside the box having size 55cm x 55cm x 1'' thick for fitting all the electrical features like starter, main switch and in/c cost of necessary painting & embedding the box with CC block size 30cm x 30cm x 60cm with 1:2:4(1 cement:2 R/sand:4 jhama brick aggregate 20 mm n/s) as per direction of the Engineer – in – charge.( starter,main switch etc. will be pai separately)
1
4901
4900.53
... More
Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. A. Internal work - Exposed on wall ( i ) 40 mm dia nominal bore
24
12269
511.2
... More
Providing and fixing fixing of housing clamp ( made with 12 mm thick MS sheet) alongwith well cap ( made with 10 mm thick MS sheet) with necessary arrangements for SBDTW as per CPWD specification and direction of the Engineer-in-charge. i ) 150 mm dia
1
3033
3033.4
... More
Providing and fitting fixing of steel sheet enclosed switch fuse unit( suitable for DIN fuses), tripple pole with neutral link(TPN), 415/500 volt, L&T/Havels/BCH make etc complete as per specification and direction of the Er-in-charge. i) 63 amps
1
4995
4995
... More
Providing and fitting fixing of single phase motor starter panel unit 3.0 HP capacity comprising with 2 pole conductor, over load relay, capacitor, volt meter, amps meter of BCH/L&T make with necessary copper wire etc. complete as per specification and direction of the Er-in-charge.
1
4408
4407.55
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer-in-charge. i ) 50 mm dia
1
418
417.7
... More
Construction of SSF
-
-
-
... 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.
3.5
472
134.9
... More
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed: All kinds of soil.
7
360
51.4
... 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
2.33
280
120.3
... 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.
1.05
932
887.5
... 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 20 mm nominal size)
1.05
10366
9872.1
... 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)
1.05
13084
12460.6
... 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)
3.39
46043
13581.9
... More
Centering shuttering including struttings, propping etc. and removal of form work for: a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
1.59
428
268.9
... More
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
44.72
16545
370
... More
A) 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
3000
234600
78.2
... More
B) 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
2500
195500
78.2
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:3 ( 1 cement : 3 fine sand ).
35
48787
1393.9
... More
12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand)
35
6118
174.8
... More
6 mm cement plaster In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
44.72
6461
144.5
... More
Neat cement punning
44.72
2017
45.1
... More
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like as required as per direction of the Engineer-in-charge, consisting of : (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) 3rd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). [Payment shall be made after submission of the product performance shall carry guaranteed for 10 years against any leakage]
44.72
22541
504.1
... More
Providing and fixing MS angle ( 50 x 50 x 5 mm) to act as nosing with lugs of MS flat 10 x 5 mm, 100 mm long forked at end 60 cm apart ( minimum three lugs to be provided ) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.
1000
107200
107.2
... 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:-
478.69
66059
138
... More
Providing and fixing G.I. pipes of Heavy class as per IS:1239 with latest amendment complete with G.I.fitting including trenching and refilling, cutting and making good the walls etc.complete as per CPWD specification and direction of the Engineer-in-charge. i) 32 mm dia. nominal bore
80
38304
478.8
... More
ii) 50 mm dia. nominal bore
150
103515
690.1
... More
iii) 100 mm dia. nominal bore
40
50764
1269.1
... More
Providing and placing filter sand(local quarry) including washing the bed etc complete as per direction of the Er-in charge.
2.25
2541
1129.38
... More
Providing and placing rapid gravity filter gravels 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.
1.88
44705
23842.6
... 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 mm OD
42
12671
301.7
... More
Suplying and fitting fixing of 100mm dia UPVC screen pipe (slot size 0.20mm) conforming to relavant IS including necessary fittings etc. complete as per direction of the Engineer-in -charge.
60
63780
1063
... 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. A). External work iii) 125 mm dia Ductile Iron Class K-7 pipes.
10
17354
1735.4
... More
iv) 100 mm dia Ducctile Iron K-7 pipes
20
28344
1417.2
... More
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge iii) 125 mm dia
3
312
104
... More
iv) 100 mm dia
15
1134
75.6
... 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-chage. i. 100 mm dia A. PN - 1.6
4
18239
4559.7
... More
i. 100 mm dia
14
19779
1412.8
... More
ii. 125 mm dia
4
8036
2009
... More
K. D.I flanged spigotted tail piece. i. 100 mm dia
14
21774
1555.3
... More
ii. 125 mm dia
4
8043
2010.7
... More
Extra for Providing and mixing water proofing material in cement concrete work in doses by weight of cement manufacturer's specification
66.98
4119
61.5
... More
Providing and fixing M.S. round holding down bolts with nuts and washer complete as per standard design.
50
3825
76.5
... 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. i . 0.63mm thick with zinc coating not less than 275gm/m2
7.5
6449
859.9
... More
Steel work in built up tubular(round, square or rectangular hollow tubes ettc.) 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.
(i) Hot finished welded type (40 mm dia)
200
24580
122.9
... More
Providing and placing of anthracite coal (3 mm to 6 mm ) of SP gr. 1.4 in IRP as per specification & direction of the Er-in-charge.
0.75
23649
31531.9
... More
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Er-in-charge. i) CM casing pipe 150 mm dia
3
3174
1058
... More
ii) RS pipe 100 mm dia
3
2288
762.5
... More
PIPELINE AND OTHER ALIED WORKS
-
-
-
... 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 2.13) By manual means
42.61
7222
169.5
... 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- 5.2.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
9.72
114629
11791.9
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
@ 90.00 Kg/ Cum of concrete.
874.89
68416
78.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for: 5.9.6.2 Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
80.8
39026
483
... More
Excavating trenches of required width for pipes,cables, etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and bacfilling 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 Er-in-charge. A. For UPVC pipes in new Work : (a) In all kinds of soil i) For pipes not exceeding 90 mm dia.
850
55505
65.3
... More
ii)For pipes exceeding 90 mm dia. but not exceeding 300 mm dia.
400
31720
79.3
... More
Providing and laying of flexible PVC pipe ( conforming to IS: 7634 ) complete as per specification and direction of the Engineer-in-charge( cost of earth work and fittings will be paid separately). i. 15 mm dia
50
2135
42.7
... More
ii. 20 mm dia
100
4860
48.6
... More
iii. 25 mm dia
100
5600
56
... More
Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding the cost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge..... A) Class-3( Working pressure 6.0kg/cm2 ). i) 90 mm OD
600
132060
220.1
... More
ii) 110 mm dia.
300
90510
301.7
... More
iii) 140 mm dia.
100
49510
495.1
... More
Providing and fixing G.I. pipes medim 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
6
1185
197.5
... More
ii. 20 mm dia. nominal bore
6
1418
236.4
... More
ii) 40 mm dia. Nominal bore
400
173000
432.5
... More
iii) 50 mm dia. Nominal bore
6
3095
515.8
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. 40 mm dia
10
992
99.2
... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. 40 mm dia
10
3012
301.2
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge. 40 mm dia
5
1874
374.8
... More
Providing and fixing G.I. Reducer with the pipe line includingntesting of joints complete as per CPWD specification and direction of the Engineer - in - charge. i. 50 x 40 mm dia.
2
396
198.2
... More
ii. 40 x 25 mm dia.
2
298
148.9
... More
iii. 25 x 20 mm dia.
2
222
110.9
... More
iv. 20 x 15 mm dia.
2
208
104.1
... More
Charges for making hole by drilling and making thread by thread bit in the C.I/D.I pipe as per specification and direction of the engineer-in-charge. a) 15 mm nominal bore.
5
1066
213.1
... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge. i. 15 mm Nominal bore
5
493
98.5
... More
ii. 40 mm Nominal bore
10
3012
301.2
... More
iii. 50 mm Nominal bore.
1
383
383.4
... More
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge. i. 15 mm Nominal bore
10
688
68.8
... More
ii. 40 mm Nominal bore
10
992
99.2
... More
iii. 50 mm Nominal bore.
2
254
127
... 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. vi.50 mm dia
2
529
264.5
... 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. 40 x40 x40 mm dia
2
486
243.1
... More
ii. 50 x 50 x 50 mm dia
1
334
334.3
... 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. i. 40 mm dia
5
1409
281.8
... More
ii. 50 mm dia
1
403
402.5
... 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 chapter 20 of CPWD specification and direction of the engineer-in-charge. a) 15 mm nominal bore.
35
11431
326.6
... More
Providing and fixing UPVC service saddle as per chapter 20 of CPWD specification and direction of the engineering in charge i. 40 mm dia with 15 mm dia opening No
2
575
287.3
... More
ii.50 mm dia with 15 mm dia opening
1
305
304.8
... More
Providing and laying of flexible PVC pipe(conforming to IS:7634) complete as per specification and direction of the E-I-C.( cost of earth work will be paid seperately). i. 15 mm dia
5
214
42.7
... More
ii. 20 mm dia
2
97
48.6
... More
iii. 25 mm dia
2
112
56
... 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. i.15 mm dia
2
180
90.2
... More
ii. 40 mm dia
12
3382
281.8
... More
iii. 50 mm dia
1
403
402.5
... More
providing and fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement conc. 1:5:10 (1 cement :5 fine sand :10 graded brick aggregate 1st class 40 mm nominal size) inside the post, 300 mm shall be keep bellow ground level in/c providing in embedding 15 mm dia union 1no, 150 mm long nipple 2 nos ci along handle bib cock 1 no in painting the pipe with water coating proffing paint and necessary items with earth work in/c refilling complete as per cpwd specification and direction of the engineer in charge.
35
47456
1355.89
... More
providing and fixing RCC platform of size 900x900x75mm with curve of size 50 x50mm keeping and opening of 100mm long in a suitable place for draining out of water (made with cement concrete 1:2:4 ( 1 cement :2 sand :4 brick agg first class 20mm nominal size) & steel reinforcement (TMT bars ) 6nos, 8 mm dia in both direction in/c plastering the exposed surface with 12 mm thick mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of the engineer in charge.
35
66744
1906.97
... More
RCC CLEAR WATER RESERVOIR
-
-
-
... 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
27.32
3686
134.9
... 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.
1.78
1582
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and 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)
1.62
13082
8075.6
... More
ii) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.6
6404
10673.5
... 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:
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
9.92
108868
10974.6
... 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-
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2.24
27163
12104.7
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
1216.4
95122
78.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
3.6
1147
318.5
... More
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
61.54
22770
370
... More
c)Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
12
4440
370
... More
Providing and laying of flexible PVC pipe ( conforming to IS: 7634 ) complete as per specification and direction of the Engineer-in-charge( cost of earth work and fittings will be paid separately). i). 25 mm dia
7.1
398
56
... More
Providing and fixing G.I. pipes medim 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.
i) 20 mm dia.
2
473
236.4
... More
ii) 25 mm dia.
2
626
313.2
... More
iii) 32 mm dia.
2
751
375.7
... More
iv) 40 mm dia.
2
865
432.5
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
i) 25 mm dia
2
544
272.1
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
ii) 40 mm dia
2
750
374.8
... More
6 mm cement plaster of mix a) Cement mortar 1:3 (1 cement : 3 fine sand)
86.16
12450
144.5
... More
Neat cement punning.
86.16
3886
45.1
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