Public Works Department Tender
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Costs
EMD
₹ 19,407Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Ci/di/pvc Pipe Line In/c Construction Of Sluice Valve Chamber, Hydrant Post Platform Etc. Complete At Different Existing Dtw Schemes Of Ambassa R.d Block Under Dws Sub-division Ambassa(gr-i)
Description
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Contact
Tender Id
2025_CEDWS_60976_1Tender No
08/EE/PWD(DWS)/AMB/2025-26Tender 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
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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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i) 90 mm OD
60
26
1596
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ii) 110 mm OD
30
32
969
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iii) 140 mm OD
30
41
1239
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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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i) 40 mm OD
100
89
8980
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ii) 50 mm OD
100
112
11280
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iii) 90 mm OD
100
271
27140
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iv) 110 mm OD
60
372
22326
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v) 140 mm OD
60
612
36768
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
-
-
-
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i. 15 mm dia.
100
57
5730
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ii. 25 mm dia.
40
74
2988
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Labour charges for repairing of leakage for CI/DI pipeline of various diameter by manual labour by hammering of old lead joints and other leakages of pipeline in/c excavation & refilling of the same as per direction of the Engineering-in-charge ( pig lead will be supplied by the department at free of cost).
-
-
-
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a)80mm dia
5
167
839
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b) 100 mm dia
20
187
3755
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c) 150 mm dia
5
192
964
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Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc.in/c necessary earth excavation backfilling of soil as required after laying of pipeline , in layers not exceeding 200mm in dept in/c consolidating each deposited layer by ramming,watering etc.Complete as per specification & direction of Engineering-in-charge.
-
-
-
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a)90mm OD
150
558
83715
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b) 110 mm OD
120
623
74784
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c) 140 mm OD
80
689
55128
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Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler/GI Socket/GI Union & teflon tape or solvent cement etc. in/c necessary earth excavation backfilling of soil as required after laying of pipeline , in layers not exceeding 200mm in dept in/c consolidating each deposited layer by ramming,watering etc.Complete as per specification & direction of Engineering-in-charge.
-
-
-
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a) 15 mm OD
20
218
4360
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b) 25 mm OD
10
344
3444
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c) 40 mm OD
40
474
18984
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Welding on CI/DI pipes, sluice valve etc by Gas or Electric plant including transportation of plant at site using light coated electrode with graphite based coating for welding cast iron without preheating (The electrode gives a nickel copper (monel deposit)) etc. complete as per standard design including pumping out water.
5
2641
13209
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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. nominal bore
18
254
4572
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ii) 40 mm dia. Nominal bore
18
549
9884
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iii) 50 mm dia. Nominal bore
12
653
7847
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Providing, fixing and laying fabricated UPVC socket / coupler confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge.
-
-
-
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a) 90 mm dia
2
212
424
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b) 110 mm dia
2
273
547
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c) 140 mm dia
2
362
726
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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)
12
619
7432
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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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i) 40 mm dia
2
161
322
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ii) 50 mm dia
2
190
380
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iii) 90 mm dia
5
298
1494
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iv) 110 mm dia
5
356
1782
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v) 140 mm dia
5
466
2334
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Providing,fixing and laying fabricated UPVC straight reducer confirming to IS:10124 (part-3)with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification & direction of the Engineering-in-charge.
-
-
-
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a)110 x 90mm dia
20
321
6422
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b) 140 X 110 mm dia
15
426
6402
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c) 140 X 90 mm dia
5
395
1979
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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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i) 90 x 90 mm dia
5
352
1761
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ii) 110 x 110 mm dia
5
580
2902
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iii) 140 x 140 mm dia
5
818
4090
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Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
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a) 90mm dia
5
148
744
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b) 110 mm dia
2
174
349
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c) 140 mm dia
2
250
501
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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.
-
-
-
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a) 90mm dia
5
380
1905
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b) 110 mm dia
5
515
2576
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c) 140 mm dia
5
697
3488
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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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.i)15 mm dia
80
78
6288
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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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i. 15 mm dia
80
131
10480
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ii) 25mm dia
15
217
3255
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iii) 40mm dia
25
387
9678
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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
80
104
8384
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ii) 25mm dia
10
158
1587
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iii) 40mm dia
10
343
3434
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iv) 50 mm dia
5
494
2475
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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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i. 25x15 mm dia
5
124
622
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ii. 40x15 mm dia
5
169
846
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iii. 40x25 mm dia
5
172
861
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iv. 50x25 mm dia
2
230
460
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v. 50x40 mm dia
2
231
463
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vi. 80x40 mm dia
5
401
2008
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vi. 80x50 mm dia
5
403
2015
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Providing and fixing GI 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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i. 15x15x15 mm dia.
5
123
615
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ii. 25x25x25 mm dia
5
212
1065
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Providing and fixing GI 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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i. 25x25x15 mm dia.
2
178
356
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ii. 40x40x25 mm dia
2
255
512
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iii. 40x40x15 mm dia
2
252
506
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Providing and fixing GI. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
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i)15mm dia 150mm long
80
68
5488
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Providing & fixing brass ferrule with C.I. cover confirming to IS:2692 in/c. boring & tapping the main as per chapter 20 of CPWD specification and direction of the Engineering-in –charge.
-
-
-
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a)10mm nominal bore
120
358
43008
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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
-
-
-
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i. 15 mm dia PVC /plastic bib cock
100
26
2645
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Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 15 mm dia
5
215
1075
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ii. 25 mm dia.
5
342
1710
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ii. 40mm dia
10
470
4704
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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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i) 80 mm P.N 1.6
2
4319
8639
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ii) 100 mm P.N 1.6
2
5561
11122
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iii) 125 mm P.N 1.6
2
6662
13324
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iv) 150 mm P.N 1.6
1
8238
8239
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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
1
830
831
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100 mm dia PN-1.6
1
1187
1188
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125 mm dia PN-1.6
1
1316
1317
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150 mm dia PN-1.6
1
1597
1597
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Making supplying and fitting fixing of MS spindles in/c socket for sluice valve as per departmental sample
-
-
-
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i. 80mm dia
30
800
24000
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ii. 100mm dia
80
935
74800
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iii.150mm dia
40
1050
42000
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R/Mtc of different dia C.l sluice valves by providing and replacing complete with bolts, nuts rubber insertions elc as per direction of the Engineer-in-charge.
-
-
-
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i. 80mm dia
5
1540
7700
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ii. 100mm dia
20
1760
35200
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iii.150mm dia
15
2090
31350
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Labour charge for fitting foding of gland rope in Cl sluice valve of various dia (80 mm dia to 250 mm dia) as per direction of Engincer-in-Changs (Including the cost of gland rope, grease.nuts and bolts etc)
25
248
6200
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 65 mm nominal bore
1
3913
3914
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ii. 80 mm nominal bore
1
4200
4201
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iii. 100 mm nominal bore
1
7504
7505
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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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a) 80 mm dia
2
382
764
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b) 100 mm dia
2
420
841
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c) 125 mm dia
2
512
1025
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c) 150 mm dia
2
588
1177
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
G. D.I. Collar flanged socketted
-
-
-
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a) 80 mm dia
1
2143
2144
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b) 100 mm dia
1
1992
1993
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c) 125 mm dia
1
3069
3069
... More
d) 150 mm dia
1
3043
3044
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Labour charge for clearing of clouded deposited iron in the PVC pipe of 140,110,90 mm dia pipe by chain lead pully system in/c disposal of iron from the site and thoroughly washing the pipe with water complete as per direction of the Engineer-in-charge.
2000
5
10300
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Labour charge for clearing of deposited iron clouded in the CI pipeline of different dia (200mm, 150mm, 100mm dia) by chain pulley system including washing the pipe by water complete as direction of the Engineer-in-charge.
200
16
3380
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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
10
173
1739
... More
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 By manual means
3
179
540
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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.
0.5
1177
589
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.
-
-
-
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1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
0.5
9295
4648
... More
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
-
-
-
... More
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.5
11080
5540
... More
Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank
25
333
8348
... More
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
100
103
10390
... 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 ).
0.5
9845
4923
... More
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
-
-
-
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In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10
1311
13118
... More
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.
-
-
-
... More
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
25
224
5605
... More
Neat cement punning.
25
56
1420
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