Public Works Department Tender
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Costs
EMD
₹ 9,639Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEDWS_3166_1Bid Award Id
ViewTender No
50/EE/PWD(DWS)/AMB/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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Documents
BOQ Items
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B.For G.I. / C.I. / D.I. pipes in new work
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
300
-
77.1
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Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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90 mm dia
3000
-
14.8
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110 mm dia
2400
-
18.3
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140 mm dia
600
-
23.8
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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. 100 mm dia
300
-
72.3
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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. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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40 mm dia
300
-
68.9
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50 mm dia
120
-
88.5
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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).
-
-
-
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15 mm dia
90
-
38.3
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25 mm dia
120
-
50.5
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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.
-
-
-
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a) 90 mm. dia
5
-
223.5
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b) 110 mm. dia
5
-
276.8
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c) 140 mm dia
2
-
362
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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.
-
-
-
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90 mm dia
5
-
104.2
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110 mm dia
2
-
125.7
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140 mm dia
1
-
186.5
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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.
-
-
-
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90 x 90 mm dia
5
-
266.3
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110 x 110 mm dia
4
-
444.7
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140 x 140 mm dia
2
-
638.1
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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.
-
-
-
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(i) 110x90 mm dia
7
-
244.5
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(ii) 140X110 mm dia
4
-
330.2
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(iii) 14X90 mm dia
4
-
303.65
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Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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110 mm dia
10
-
430.6
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140 mm dia
8
-
578.5
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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
-
-
-
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(i) 15 mm dia NB
33
-
153.8
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(i) 40 mm dia NB
60
-
341.1
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(i) 50 mm dia NB
60
-
390.2
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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.
15 mm dia NB
30
-
302.1
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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.
-
-
-
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80 mm dia PN 1.6
4
-
3495.6
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100 mm dia P.N 1.6
3
-
4925.8
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150 mm dia P.N 1.6
2
-
7354
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Charges for 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.
-
-
-
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80 mm dia PN 1.6
5
-
478
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100 mm dia P.N 1.6
5
-
709.9
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150 mm dia P.N 1.6
2
-
1032.5
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Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. 15 mm dia
30
-
86.2
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Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.
By Manual means
30
-
274.5
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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.
-
-
-
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(i) 150 mm dia
6
-
406.4
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(ii) 100 mm dia
10
-
292.2
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(iii) 80 mm dia
10
-
265
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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.
-
-
-
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(i) 15 mm dia
60
-
67.5
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(ii) 25 mm dia
10
-
110.5
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(iii) 40 mm dia
6
-
253.8
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(iii) 50 mm dia
6
-
374.8
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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.
-
-
-
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25x25X25 mm dia
6
-
106.7
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40X40X40 mm dia
5
-
154.7
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50X50X50 mm dia
5
-
215.2
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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.
-
-
-
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25X25X15 mm dia
5
-
105.5
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40X40X25 mm dia
5
-
158.1
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50X50X40 mm dia
5
-
217
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50X50X25 mm dia
5
-
218.2
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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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25X15 mm dia
10
-
75.5
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40X25 mm dia
6
-
108.9
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50X25 mm dia
6
-
151.2
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50X40 mm dia
6
-
152.5
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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15 mm dia
60
-
46.2
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25 mm dia
10
-
59.3
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40 mm dia
10
-
91.2
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50 mm dia
6
-
119.5
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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15 mm dia
30
-
71.9
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25 mm dia
10
-
103.5
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40 mm dia
6
-
173.8
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50 mm dia
4
-
244.1
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Providing and fitting fixing of G.I nipple of medium class as per CPWD specifications and direction of the Engineer-in-charge.
-
-
-
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i. 15 mm dia 150 mm long
30
-
57.1
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Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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40 mm dia
6
-
515
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50 mm dia
4
-
636.6
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Excavating holes upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m
and lift upto 1.5 m.
-All kinds of soil
30
-
126.2
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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
35
-
150.1
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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
-
615.7
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:
-
-
-
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1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
6
-
5548.7
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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:
-
-
-
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1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
8
-
7015.5
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Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
41
-
226.1
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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 ).
7
-
5408.6
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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 ).
20
-
717.7
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12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
150
-
150.5
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Neat cement punning.
150
-
44.3
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
480
-
59.7
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