Public Works Department Tender
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Costs
EMD
₹ 1,76,068Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_44397_1Bid Award Id
ViewTender No
20/SE/DWS/C/AMB/2023-24Tender 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
1 x 0.78 x 2.55 x 2.55 x 0.10 =0.51 cum
0.51
600
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
4.1.13) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
-
-
-
1 x 0.78 x 2.55 x 2.55 x 0.15 =0.761 cum
Support Block for pipe : 2 x 1.00 x 1.00 x 0.75 =1.50 cum
Total = 2.261 cum
2.26
23900
10570.6
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.8
25050
13932
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) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.87
13440
15502.2
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) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.19
34529
15780.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
4.3.1) Foundations, footings, bases for columns. Base : 1 x 3.14 x 2.55 x 0.15 = 1.20 sqm
1.2
364
303.1
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.5
1169
333.9
ii) Circular Columns with ply shutters
4.81
3392
705.2
iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
17.52
12781
729.5
iv) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
11.72
5814
496.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
-
-
-
i) Thermo-Mechanically Treated bars of grade Fe-500D or more
780
81042
103.9
6 mm cement plaster of mix :
-
-
-
i) Cement mortar 1:3 (1 cement : 3 fine sand)
45.49
8447
185.7
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] :
i) 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
9130
269.4
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
6.13
989
161.3
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 150 mm dia. nominal bore
12
23178
1931.5
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). 150 mm dia
2
4950
2474.9
Charges for making G.I. tail piece with MS flange ( 8 mm wall thickness ) at one end & threading at other end in/c. cutting, threading, welding & fitting, fixing as per specification and the direction of the Engineer-in-charge. ( G.I. pipes will be supplied from the department free of cost ).
-
-
-
i). 150 mm dia
2
1809
904.7
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 150 mm dia
2
16477
8238.6
Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 150 mm nominal bore
1
11208
11207.6
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 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
99
13246
133.8
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.
-
-
-
ii. 100 mm dia Ductile Iron Class K-7 pipes.
30
55833
1861.1
iv. 150 mm dia Ductile Iron Class K-7 pipes.
30
78060
2602
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 iii) 150 mm dia
2
6990
3495
B). D.I. all socketted Bend 45 degree iii) 150 mm dia
2
6837
3418.5
I). D.I. Double Socketted tapper 150 x 125/100 mm dia
1
2738
2738.3
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
1296
185.2
iv) 100 mm dia
7
692
98.8
Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer- in - charge.
A). With Second class bricks
2
40866
20432.9
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. a) All kinds of soil
116.45
20949
179.9
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
12522
161.3
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
10184
1177.3
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
25550
11355.7
ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt jhama brick aggregate 40 mm nominal size)
69.4
645084
9295.7
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
43321
77.7
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)
45.7
643255
14075.6
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
19568
15780.9
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
7041
731560
103.9
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
4544
333.9
5.8.3.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
298.13
147902
496.1
5.8.4.3.Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props.
11.4
8101
710.6
12.6.1) 6 mm cement plaster i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
311.51
57847
185.7
6 mm cement plaster of mix :
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
50
8810
176.2
Neat cement punning.
100
5680
56.8
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 ).
7.4
72854
9845.2
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
23030
142.3
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
57714
173
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 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
19961
894.3
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)
100
16090
160.9
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
10690
106.9
.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 including getting out the excavated soil and backfilling of soil as required after laying of pipel ine, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, water ing 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
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
150
20070
133.8
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100mm dia
6
4463
743.8
II)50 mm dia
a) PN-1.0
6
3145
524.2
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
24
35194
1466.4
ii) 50 mm dia. nominal bore
60
39234
653.9
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
2450
1225.1
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
10960
109.6
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
168.48
161921
961.07
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.
168.48
3754
22.28
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
11208
560.4
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
14510
580.4
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
4465
372.1
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.
i) 110 mm dia
2
349
174.6
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
1131
1130.8
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) 40 mm dia
1
343
343.4
Providing and placing filter sand (local quarry) including washing the bed etc complete as per direction of the Engineer - in-charge.
37.8
79682
2108
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
870589
28038.3
Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge.
450 mm X 300 mm in all shades and design
5
4640
927.9
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A). External work
-
-
-
viii). 80 mm dia. nominal bore
6
6131
1021.9
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.
19.23
3459
179.9
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.
3.85
4533
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-
-
-
4.1.5 )1:3:6 ( 1 Cement: 3 fine sand : 6 well burnt brick aggregate 40 mm nominal size)
3.85
35788
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
5.1.2 )1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.15
86565
14075.6
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)
8.7
134869
15502.2
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-
-
-
-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
5.22
70952
13584.5
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
2500
259750
103.9
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
48.51
16197
333.9
5.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
20.91
10374
496.1
6 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand)
195.18
34391
176.2
Neat cement punning
195.18
11086
56.8
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.
-
-
-
150 mm dia Ductile Iron Class K-7 pipes
18
46836
2602
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii). 150 mm dia
5
723
144.5
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
150 mm dia
5
926
185.2
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.
-
-
-
150 mm dia.
2
16477
8238.6
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A) D.I. all Socketted bend 90 degree 150 mm dia
3
10485
3495
B) D.I. all Socketted bend 45 degree 150 mm dia
2
6837
3418.5
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
41.32
11132
269.4
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.
60
39234
653.9
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. 50 mm dia
10
1685
168.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. 50mm dia
5
2453
490.5
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge. 50 mm dia
4
2097
524.2
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
100
940
9.4
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
51.66
9294
179.9
Earth work in excavation 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
2.13.1) By manual means
36.94
8555
231.6
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.
2.46
2900
1177.3
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)
4.93
45781
9295.7
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)
8.03
113069
14075.6
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)
4.75
73635
15502.2
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)
5.88
92729
15780.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.18
1730
333.9
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
91.56
66793
729.5
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
181.42
90002
496.1
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
7.91
3950
499.4
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2500
259750
103.9
First class brick work in foundation and plinth including cost of all materials as required complete:-
-
-
-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.47
4657
9845.2
12 mm cement plaster of mix
-
-
-
In cement mortar 1 : 4 ( 1 cement : 4 fine sand
1.89
424
224.2
6 mm cement plaster of mix
-
-
-
In cement mortar 1 : 3 ( 1 cement : 3 fine sand
134.55
24986
185.7
Neat cement punning.
62.33
3540
56.8
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
52.6
14170
269.4
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.
12.31
1986
161.3
Charges for 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.
-
-
-
ii). 100 mm dia
12
1560
130
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii). 100 mm dia
5
469
93.7
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
-
-
-
ii) 100 mm dia
2
4335
2167.3
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.
-
-
-
ii) 100 mm dia
5
494
98.8
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.
-
-
-
100 mm dia.
2
11122
5561.1
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
100mm dia
2
3722
1861.2
Providing & Installation of of submerssible pump with suitable motor upto the depth of 80 ft to 100 ft by 50/65 / 80/100/125 mm dia GI pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge ( pump, motor with cable, 50/65 / 80 / 100 / 125 mm dia GI pipe for assembly will be issued by the agency at his own risk & cost ).
-
-
-
i) 5000 GPH capacity 150 mtr Head
1
119547
119547
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
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
9372.4
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
30
8097
269.9
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) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
1
1135
1135.3
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) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
1
1965
1964.8
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.
i. 25 HP/18.5 kw Relay range within 13-21 + 10%
1
17527
17526.7
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
6124
6123.6
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
23656
23655.9
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.
2000
24200
12.1
First class brick work in superstructure above plinth level & 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 ).
1.5
17115
11410.19
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10.81
14181
1311.8
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 1:4 ( 1 cement : 4 fine sand ).
40.76
62498
1533.5
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.
12.66
11322
894.3
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-
5.3.2 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
Plinth beam 1 x 15.50 x 0.25 x 0.25 = 0.97 cum Chajja 3 x 1.50 x 0.50 x 0.125 = 0.281 cum Lintel 1 x 15.50 x 0.125 x 0.15 =0.291 cum Total=1.542 cum
1.54
19415
12591.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
300
31170
103.9
Centering shuttering including struttings, propping etc. and removal of form work for: (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank Plinth
12.1
4731
391
Centering shuttering including struttings, propping etc. and removal of form work for: (b) Weather shade, Chajjas, corbels etc., including edges
2.25
1195
531.3
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
71.7
16075
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
49.28
12842
260.6
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
5.43
957
176.2
Neat cement punning.
26.35
1497
56.8
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.
10.6.1) 40mm thick.
14.63
8987
614.3
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
6624
453.7
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
985
103.9
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
21440
107.2
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
22
3553
161.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners with cleats with bolts and nuts, rivets,locking arrangement, handles,hooks and 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.
9.5.1 Using M.S angles 40x40x6 mm diagonal braces
4.92
23182
4711.7
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
24123
146.2
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
32486
1205.4
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
49.28
2370
48.1
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)
50.11
8063
160.9
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer]
Two Coats
49.28
3183
64.6
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
5932
154.4
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
44
5.5
Lettering with black japan paint of approved brand and manufactur9Payment shall be made after submission of test certificate issued by manufacturer).
1000
3600
3.6
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.
-
-
-
i. For pipes not exceeding 90 mm dia
900
78840
87.6
ii) For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
400
42560
106.4
i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
12
1606
133.8
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 Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. For pipes not exceeding 40 mm dia
150
5880
39.2
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 OD
150
13470
89.8
ii) 50mm OD
200
22560
112.8
iii) 63 mm OD
200
28120
140.6
i) 90 mm OD
600
162840
271.4
ii) 110 mm OD
400
148840
372.1
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.
-
-
-
i) 50 mm dia nominal bore
40
13292
332.3
ii) 65 mm dia nominal bore
110
42416
385.6
iii) 80 mm dia nominal bore
60
26424
440.4
iv) 100 mm dia nominal bore
2
991
495.3
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 chapter 20 of CPWD specification and direction of the Engineer-in-charge.
A. External work
-
-
-
i) 15 mm dia. Nominal bore
50
12700
254
ii) 40 mm dia nominal bore
60
32946
549.1
iii) 50 mm dia nominal bore
120
78468
653.9
iv) 65 mm dia nominal bore
550
456500
830
v) 80 mm dia nominal bore
350
357665
1021.9
vi) 100 mm dia nominal bore
10
14664
1466.4
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
-
-
-
i) 90 mm OD
16
4779
298.7
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.
-
-
-
i) 90 mm OD
5
744
148.7
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) 90 x 90 mm dia
8
2818
352.2
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.
-
-
-
i) 110 x 90 mm dia
4
1284
321.1
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
12
22333
1861.1
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100 mm dia
10
937
93.7
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.
-
-
-
i) 100 mm dia
2
198
98.8
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A) D.I. all socketted Bend 90 degree i) 100 mm dia
2
4335
2167.3
B). D.I. all socketted Bend 45 degree i) 100 mm dia
2
4161
2080.7
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.
4
17279
4319.7
(ii) 100 mm dia.
2
11122
5561.1
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
-
-
-
i) 100 mm dia.
1
10317
10317.3
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.
-
-
-
i) 65 mm nominal bore
2
7827
3913.5
Providing and fixing CI (long handle) bib-cock as per chapter 20 of CPWD specification and direction of Eng-in-charge.
-
-
-
a) 15 mm nominal bore
61
6734
110.4
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
61
7991
131
ii) 32 mm Nominal bore
2
774
387.1
Providing fixing and laying flexible PVC pipes (conforming to IS7634) complete including earthwork as per specification and direction of the Engineer in charge(cost of fitting will be paid seperately)
-
-
-
i) 15 mm dia
488
27962
57.3
i) 25 mm dia
100
7470
74.7
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
61
4795
78.6
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) 10 mm nominal bore.
61
21862
358.4
Providing & fixing UPVC Service Saddle as per CPWD Specification and direction of the Engineer-in-charge.
-
-
-
i. 90mm dia with 15mm dia opening
30
13431
447.7
ii. 110mm dia with 15mm dia opening
31
16374
528.2
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
90
16191
179.9
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
20.02
4637
231.6
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
13.47
2173
161.3
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.
4.81
5662
1177.3
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)
4.75
44182
9295.7
First class brick work in foundation and plinth
including cost of all materials as required complete:-
6.1.5) In cement mortar 1:4 ( 1 cement : 4 fine sand )
5.79
56984
9845.2
First class brick work in superstructure above plinth level & 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 ).
-
-
-
For brick pillars1 x 8 x 0.250 x 0.25 x 3.00 = 1.50 cum
1.5
17115
11410.19
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10.81
14181
1311.8
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 1:4 ( 1 cement : 4 fine sand ).
40.76
62498
1533.5
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.
-
-
-
Plinth Protection 1 x 2 x ( 6.80 +3.75 ) x 0.60 = 12.66 sqm
12.66
11322
894.3
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-
5.3.2 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
Plinth beam 1 x 15.50 x 0.25 x 0.25 = 0.97 cum Chajja 3 x 1.50 x 0.50 x 0.125 = 0.281 cum Lintel 1 x 15.50 x 0.125 x 0.15 =0.291 cum Total=1.542 cum
1.54
19415
12591.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
300
31170
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank Plinth Beam 2 x 15.50 x 0..25 = 7.75 sqm
Lintel 2 x 15.50 x 0.15 = 4.65 sqm
Total = 12.10 sqm
12.1
4731
391
Weather shade, Chajjas, corbels etc., including edges Chajjas 3 x 1.50 x 0.50 = 2.25 sqm
2.25
1195
531.3
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand
71.7
16075
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
49.28
12842
260.6
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
5.43
957
176.2
Neat cement punning.
26.35
1497
56.8
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.
10.6.1) 40mm thick.
14.63
8987
614.3
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
6624
453.7
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
985
103.9
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
21440
107.2
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
22
3553
161.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners with cleats with bolts and nuts, rivets,locking arrangement, handles,hooks and 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.
9.5.1 Using M.S angles 40x40x6 mm diagonal braces
4.92
23182
4711.7
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
24123
146.2
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
32486
1205.4
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
49.28
2370
48.1
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)
50.11
8063
160.9
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer]
Two Coats
49.28
3183
64.6
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
5932
154.4
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
44
5.5
Lettering with black japan paint of approved brand and manufacture on new work.
1000
3600
3.6
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