Public Works Department Tender
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Costs
EMD
₹ 18,470Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_49751_1Bid Award Id
ViewTender No
DNIeT No_57/EE/DWS/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.
i) 90 mm dia.
60
13902
231.7
ii) 110 mm dia.
60
15294
254.9
iii) 140 mm dia.
60
16686
278.1
Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge.
i) 90 mm dia.
60
20208
336.8
ii) 110 mm dia.
60
21600
360
iii) 140 mm dia.
60
23688
394.8
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
i) 100 mm dia
50
22790
455.8
ii) 150 mm dia
50
23490
469.8
Cleaning & washing of CI/DI/PVC pipes, cutting at ininterval not less than 50 m, with the help of 30/40 mm dia PVC Coil pipe having suitable brush at front end and making good the pipe with required specials including eart cutting & refilling complete as per direction of Engineer in Charge. (Collar, Coupler, solvent cement, pig led if required shall be supplied by the department)
50
33250
665
Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i) 90 mm dia.
10
2121
212.1
ii) 110 mm dia.
10
2733
273.3
iii) 140 mm dia.
10
2628
262.8
Providing lead caulked joints to spun iron or CI pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer-in-charge
i) 100 mm dia.
5
1444
288.8
ii) 150 mm dia.
5
2169
433.7
Providing and Supplying of pig lead conforming to IS : 27 at site of work as per CPWD specification and direction of the Engineer - in - charge.
10
3531
353.1
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 Eng-in-charge .
i) By manual means
3.5
2168
619.3
Cutting of bituminous road (30cm. average depth) taking good he same i/c. supply of extra quantities of average blinding materials and bitumen required A. Brick (jhama) aggregate
5
904
180.85
Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter – 2 of CPWD specification and direction of the Engineer-in-charge.
C. For UPVC pipes in old work
a. In all kinds of soil. i) For pipes not exceeding 90 mm dia
460
46322
100.7
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
120
14688
122.4
D. For G.I. / C.I. / D.I. pipes in old work
a. In all kinds of soil. ii) For pipes exceeding 80 mm dia but not exceeding 300 mm dia
200
30780
153.9
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.
A. Class -3 (working pressure 6.00 kg/cm2)
i) 40 mm OD
50
4490
89.8
ii) 50 mm OD
50
5640
112.8
iii) 90 mm OD
60
16284
271.4
iv) 110 mm OD
60
22326
372.1
v) 140 mm OD
60
36768
612.8
Providing and laying of flexible PVC pipe ( confirming to IS:7634) complete as per specification and direction of the Engineer in charge ( Cost of earth work and fittings will be paid separately)
i) 15 mm dia
100
5730
57.3
ii) 20 mm dia
100
6590
65.9
iii) 25 mm dia
100
7470
74.7
iv) 32 mm dia
100
8330
83.3
Providing and 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.
i. 100 mm dia Ductile Iron Class K-7 pipes.
50
93055
1861.1
ii. 150 mm dia Ductile Iron Class K-7 pipes.
50
130100
2602
Charges for cutting D.I pipe with mechanical cutter as per CPWD specification and direction of the Engineer-in-charge.
i) 100 mm dia.
10
2278
227.8
ii) 150 mm dia.
10
3423
342.3
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.
i. 100 mm dia Ductile Iron Class K-7 pipes.
50
6500
130
ii. 150 mm dia Ductile Iron Class K-7 pipes.
50
9385
187.7
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per specification and direction of the Engineer - in - charge.
i) 100 mm dia
10
937
93.7
ii) 150 mm dia.
10
1445
144.5
Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 as per CPWD specificatio.
i. 80 mm dia. Nominal bore.
1
5045
5044.5
ii. 100 mm dia. Nominal bore.
1
8157
8157.1
iii. 150 mm dia. Nominal bore.
1
10284
10284.1
Providing and fixing enclosed type water meter ( bulk type ) conforming to IS : 2373 and tested by DWS wing of PWD complete with bolts, nuts, rubber insertions etc. as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).
i. 80 mm dia. Nominal bore.
1
4365
4365
ii. 100 mm dia. Nominal bore.
1
6741
6741.2
iii. 150 mm dia. Nominal bore.
1
9935
9934.9
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
i) 80 mm nominal bore
1
4201
4200.9
ii) 100 mm nominal bore
1
7505
7504.9
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.
i) 80 mm dia. A. PN-1.6
1
4320
4319.7
ii) 100 mm dia. A. PN-1.6
1
5561
5561.1
iii) 150 mm dia. A. PN-1.6
1
8239
8238.6
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
F. D.I. Flanged Socketted tail piece
i) 100 mm dia
5
9306
1861.2
iii) 150 mm dia.
5
13085
2617
G. D.I. Flanged Spigotted tail piece
i) 100 mm dia
5
10245
2048.9
iii) 150 mm dia.
5
17966
3593.2
Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge.
1
878
878.2
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 Engineer in charge. i) 90 mm dia.
1
299
298.7
ii) 110 mm dia
1
356
356.4
iii) 140 mm dia
1
467
466.8
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.
i) 90 mm dia.
1
149
148.7
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.
i) 90 x 90 mm dia
1
352
352.2
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.
i) 90 mm dia.
1
381
380.9
ii) 110 mm dia.
1
515
515.1
iii) 140 mm dia.
1
698
697.6
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.
i) 110 x 90 mm dia
1
321
321.1
Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge
A. External work.
i) 15 mm dia. nominal bore
2
508
254
ii) 20 mm dia. nominal bore
2
606
302.8
iii) 40 mm dia. nominal bore
2
1098
549.1
iv) 65 mm dia. nominal bore
2
1660
830
v) 80 mm dia. nominal bore
2
2044
1021.9
vi) 100 mm dia. nominal bore
2
2933
1466.4
vii) 150 mm dia. nominal bore
2
3863
1931.5
Charges for fixing brass ferrule with C.I. mouth cover including boring and tapping the main, ( excluding the cost of ferrule ) complete as per CPWD specification and direction of the
Engineer - in - charge.
i) 10 mm dia. nominal bore
5
665
133
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 i) 10 mm dia. nominal bore
5
1792
358.4
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia dia with 15 mm dia opening
1
363
362.7
ii) 50 mm dia dia with 15 mm dia opening
1
385
384.7
iii) 90 mm dia with 15 mm dia opening
1
448
447.7
iv) 110 mm dia with 15 mm dia opening
1
528
528.2
v) 140 mm dia with 15 mm dia opening
1
590
589.7
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge i) 15 mm dia 75 mm long.
1
64
64.1
ii) 20 mm dia 75 mm long.
1
82
82
iii) 25 mm dia 150 mm long
1
97
97
Providing and fixing G.I. Union as per CPWD specification and direction of the Engineering-in-charge.
i) 15 mm dia
1
131
131
ii) 20 mm dia
1
149
148.5
iii) 25 mm dia.
1
217
217
iv) 40 mm dia
1
387
387.1
Providing and fixing G.I bend / elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineering-in-charge.
i) 15 mm dia
1
105
104.8
ii) 20 mm dia
1
130
129.6
iii) 25 mm dia
1
159
158.7
iv) 40 mm dia
1
343
343.4
v) 65 mm dia
1
1223
1223
vi) 80 mm dia
1
1987
1986.5
vii) 100 mm dia
1
2148
2147.8
viii) 150 mm dia
1
2475
2474.9
Providing and fixing G.I. sockets as per CPWD specification and direction of the Engineer-in-charge.
i) 15 mm dia
1
77
76.6
iI) 20 mm dia
1
83
83
iii) 25 mm dia.
1
90
90.2
iv) 40 mm dia
1
123
123.4
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.
xxviii. 100 x 100 x 80 mm dia
1
1137
1136.6
xxxi. 150 x 150 x 80 mm dia
1
1425
1424.7
xxxii. 150 x 150 x 100 mm dia
1
1426
1426.1
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.
vii. 65 x 65 x 65 mm dia
1
657
656.6
viii. 80 x 80 x 80 mm dia
1
866
866
ix. 100 x 100 x 100 mm dia
1
1225
1225.1
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.
xxiv. 80 x65 mm dia
1
405
404.5
xxviii. 100 x 80 mm dia
1
575
574.6
xxxiv. 150 x 80 mm dia
1
827
826.6
xxxv. 150 x 100 mm dia
1
828
828.1
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.
i. 15 mm dia PVC /plastic bib cock
5
597
119.4
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
1
456
455.9
ii) 20 mm dia
1
609
609.2
iii) 25 mm dia
1
682
682.2
iv) 40 mm dia
1
885
885.3
Providing and fixing Gun Metal non-return valve (Horizontal) of approved quality as per CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia.
2
2120
1060
Constructing masonry chamber 90x90x100 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(1 cement : 2 find sand :4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement :5 find sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 Cement :3 find 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 Brick
1
14488
14488
Repair and maintenance of CI sluice valve PN 1.6/1.0 of differnent dia by complete dismantling including providing & fitting fixing of gland rope of 6 mm to 25 mm size, Nut & Bolts of required size with all necessary spare parts and reassembling the same including servicing of valve necessary trial run as per specification and direction of the Engineer-in-charge
i) 150 mm dia
2
515
257.37
ii) 200 mm dia
2
653
326.28
iii) 250 mm dia
2
694
347.21
iv) 150 mm dia
2
793
396.68
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