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_4497_1Bid Award Id
ViewTender No
11/EE/PWD(DWS)/AMB/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
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
23130
77.1
... More
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
44400
14.8
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110 mm dia
2400
43920
18.3
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140 mm dia
600
14280
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
21690
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
20670
68.9
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50 mm dia
120
10620
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
3447
38.3
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25 mm dia
120
6060
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
1118
223.5
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b) 110 mm. dia
5
1384
276.8
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c) 140 mm dia
2
724
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
521
104.2
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110 mm dia
2
251
125.7
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140 mm dia
1
187
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
1332
266.3
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110 x 110 mm dia
4
1779
444.7
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140 x 140 mm dia
2
1276
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
1712
244.5
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(ii) 140X110 mm dia
4
1321
330.2
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(iii) 14X90 mm dia
4
1215
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
4306
430.6
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140 mm dia
8
4628
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
5075
153.8
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(i) 40 mm dia NB
60
20466
341.1
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(i) 50 mm dia NB
60
23412
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
9063
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
13982
3495.6
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100 mm dia P.N 1.6
3
14777
4925.8
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150 mm dia P.N 1.6
2
14708
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
2390
478
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100 mm dia P.N 1.6
5
3550
709.9
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150 mm dia P.N 1.6
2
2065
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
2586
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
8235
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
2438
406.4
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(ii) 100 mm dia
10
2922
292.2
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(iii) 80 mm dia
10
2650
265
... 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.
-
-
-
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(i) 15 mm dia
60
4050
67.5
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(ii) 25 mm dia
10
1105
110.5
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(iii) 40 mm dia
6
1523
253.8
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(iii) 50 mm dia
6
2249
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
640
106.7
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40X40X40 mm dia
5
774
154.7
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50X50X50 mm dia
5
1076
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
528
105.5
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40X40X25 mm dia
5
791
158.1
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50X50X40 mm dia
5
1085
217
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50X50X25 mm dia
5
1091
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
755
75.5
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40X25 mm dia
6
653
108.9
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50X25 mm dia
6
907
151.2
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50X40 mm dia
6
915
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
2772
46.2
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25 mm dia
10
593
59.3
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40 mm dia
10
912
91.2
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50 mm dia
6
717
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
2157
71.9
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25 mm dia
10
1035
103.5
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40 mm dia
6
1043
173.8
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50 mm dia
4
976
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
1713
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
3090
515
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50 mm dia
4
2546
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
3786
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
5254
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
4926
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
33292
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
56124
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
9270
226.1
... More
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
37860
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
14354
717.7
... More
12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
150
22575
150.5
... More
Neat cement punning.
150
6645
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
28656
59.7
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