Public Works Department Tender
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Costs
EMD
₹ 14,102Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of Different L.i Schemes Under Damcherra R.d Block And Panisagar Nagar Panchayat 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_54697_1Tender No
43/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
b) 110 mm dia
2
147
295
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
597
2390
b) 160 mm dia
4
733
2934
Labour charge of dismantaling 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) completewith 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
3
4559
13679
b) 125 mm dia PN-1.6
3
5479
16440
b) 250x250x200 mm dia
1
2945
2946
c) 250x250x160 mm dia
1
2718
2718
d) 200 x 200 x 160 mm dia
2
2134
4268
e) 200 x 200 x 140 mm dia
2
1950
3901
f) 160 x 160 x 140 mm dia
2
1569
3140
g) 160 x 160 x 110 mm dia
2
1490
2982
h) 160 x 160 x 90 mm dia
2
1458
2918
i) 140 x 140 x 110 mm dia
2
1335
2670
j) 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)315x315x315 mm dia No.
1
3775
3775
e)200x200x200 mm dia No.
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) 315x250 mm dia
1
2100
2101
b) 250x200 mm dia
1
1532
1533
c) 200x160 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
1433
1433
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 .
83.06
81
6753
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 dismentalledpipes, couplers, tees, etc properly stacking in safe site as per CPWD Specification & direction of Engineer-in-charge.
a) Pipes,cables etc exceeding 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
271
11139
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
6
2199
13199
b)250 mm dia to 110 mm dia.
35
1360
47628
c) 90 mm dia.
35
806
28213
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.
12
2026
24312
ii) 150 mm dia. nominal bore.
12
2380
28565
Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality.
a) 150 mm dia
8
546
4372
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
113
910
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.
4
800
3200
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 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 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 1st class bricks.
2
17902
35805
Hiring charge of welding set of single phase with operating staff and carrying upto the site of work including loading and unloading (both way) complete as per direction of Engineer-incharge.
2
3637
7275
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.
350
45
15925
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