Public Works Department Tender
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Costs
EMD
₹ 24,277Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of Different L.i Schemes Under Panisagar Rd Block Under Water Resource Sub-division Panisagar North Tripura During The Year 2024-25-sh- Mtc. Of Upvc Distribution System.
Description
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Contact
Tender Id
2024_CEWR_54695_1Tender No
41/EE/WRD-VII/PTL/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
c) 140 mm dia
2
208
416
d) 160 mm dia
2
327
655
Providing, fixing and laying flanged fabricated UPVC tailpiece
with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part
6 ) with solvent cement conforming to IS : 14182 including
testing of joints complete as per CPWD specification and
direction of the Engineer - in - charge.
a) 140 mm dia
4
567
2270
b) 160 mm dia
4
733
2934
Labour charge of dismantling C.I sluice valve in/c earth cutting dismantling brick work , C.C work after repairing the same refitting, fixing with necessary nut, bolts etc. complete.
a) 125 mm dia
2
148
296
b) 150 mm dia
2
299
600
c) 200 mm dia
2
326
654
Supplying and fitting fixing of C.I spindled of approved quality nuts revolving.
a) 125 mm dia
2
500
1000
b) 150 mm dia
2
600
1200
c) 200 mm dia
2
700
1400
Providing & fixing C.I. sluice valve (with CAP) complete with bolts, nuts, rubber indertions etc. ( the tail piece if required will be paid separetely ) as per CPWD specification and direction of the Engineer-in-charge. a) 100 mm dia PN-1.6
5
5561
27806
b) 125 mm dia PN-1.6
5
6662
33311
Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer in-charge.
a) 250 x 250 x 200 mm dia
1
2945
2946
b) 250 x 250 x 160 mm dia
1
2718
2718
c) 200 x 200 x 140 mm dia
2
2134
4268
d) 160 x 160 x 140 mm dia
2
1950
3901
e) 160 x 160 x 110 mm dia
2
1569
3140
f) 160 x 160 x 90 mm dia
2
1490
2982
g) 140 x 140 x 110 mm dia
2
1335
2670
h) 110 x 110 x 90 mm dia
2
1086
2173
Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.
a) 110 x 110 X 110 mm dia
4
1125
4502
b) 140 x 140 X 140 mm dia
4
1345
5381
c) 160 x 160 X 160 mm dia
4
1614
6456
d) 315 x 315 x 315 mm dia
1
3775
3775
e) 200 x 200 x 200 mm dia
2
2072
4144
Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge.
a) 315 x 250 mm dia
1
2100
2101
b) 250 x 250 mm dia
1
1532
1533
c) 200 x 160 mm dia
1
1157
1157
d) 160x140 mm dia
2
888
1777
e) 140x110 mm dia
2
731
1463
f) 110x90 mm dia
2
597
1195
Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 , degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge.
a) 160 mm dia
1
1434
1434
b) 140 mm dia
2
1249
2499
c) 110 mm dia
2
940
1882
d) 90 mm dia
2
838
1677
Excavating trenches of required width for pipes, cables, etc.including excavation for sockets and dressing of sides ramming of bottoms , depth minimum 1.25m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering etc. and disposal of surplus excavated soil as directed within a lead of 50 m as per CPWD Specification & direction of Engineer-in-charge.
A) All kinds of soil.
a) Pipe , cables etc. exceeding 75mm dia but not exceeding 160 mm dia .
40.99
81
3332
b) Pipe , cables etc. exceeding 200 mm dia but not exceeding 315 mm dia .
72
121
8764
Dismentalling of existing PVC pipe from underground including
necessary earth cutting etc.and dismentalled pipes,couplers, tees,etc properly stacking in safe site as per CPWD Specification & direction of Engineer-in-charge.
a) Pipes,cables etcexceeding 75 mm dia but not exceeding 315 mm dia.
24
211
5083
Providing and laying different dia rigid UPVC pipes of Working
Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in charge.
a) 90 mm dia
41
272
11180
b) 110 mm dia
30
380
11416
c) 140 mm dia
30
646
19389
d) 160 mm dia
30
826
24793
e) 200 mm dia
42
1313
55168
f) 250 mm dia
18
2081
37474
g) 315 mm dia
12
3211
38541
Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with steel primer(tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting, backfilling complete as per direction of Engineer-in-charge.
1
19892
19893
Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing of necessary coupler etc. complete and refilling the trench with available excavated earth as per direction of the Engineer-in-charge. (Payment of couplers, tees, reducers etc will be made separately)
a) 315 mm dia
20
2198
43977
b)250 mm dia to 110 mm dia.
50
1360
68040
c) 90 mm dia.
50
806
40304
Providing and fixing G.I. pipes of heavy class as per I.S. 1239 with latest amendment complete with G.I. fittings i/c trenching refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in -Charge. (External work) i) 125mm dia. nominal bore.
48
2026
97248
ii) 150 mm dia. nominal bore.
48
2380
114259
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-
a) 150 mm dia
8
688
5510
b) 125 mm dia
8
438
3505
Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality.
a) 150 mm dia
8
142
1138
b) 125 mm dia
8
90
728
Repairing of Manifold by welding cutting and re-fixing complete as per direction of the Engineer-in-Charge with successful trial run.
16
800
12800
Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
500
45
22750
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