Public Works Department Tender
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Costs
EMD
₹ 18,165Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Repairing Of Leakage, Washing Of Pipe Line, Extension Of Pipe Line, Providing Of Fhtc Commercial Connection Etc Under Kumarghat Municipal Council Within Jurisdiction Of Dws Sub-division, Kumarghat Gr-ii
Description
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Contact
Tender Id
2024_CEDWS_53625_1Bid Award Id
ViewTender No
DNIeT No_144/EE/DWS/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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)
45
29925
665
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.
150
34755
231.7
ii) 110 mm dia.
80
20392
254.9
iii) 140 mm dia.
30
8343
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.
80
26944
336.8
ii) 110 mm dia.
50
18000
360
iii) 140 mm dia.
25
9870
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
25
11395
455.8
ii) 150 mm dia
20
9396
469.8
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
170
17119
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 90 mm dia but not exceeding 300 mm dia
33
5079
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
60
6768
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 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.
22
40944
1861.1
iii. 150 mm dia Ductile Iron Class K-7 pipes.
11
28622
2602
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
5
651
130.1
iii) 150 mm dia.
3
563
187.7
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) 125 mm dia. A. PN - 1.6
1
6662
6662.1
iv) 150 mm dia. A. PN-1.6
1
8239
8238.6
v) 200 mm dia. A. PN - 1.6
4
67157
16789.2
vi) 250 mm dia. A. PN - 1.6
3
83754
27918
vii) 300 mm dia. A. PN - 1.6
1
34337
34336.5
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
A. D.I. all socketted Bend 90 degree
i) 100 mm dia
1
2167
2167.2
ii) 150 mm dia.
1
3495
3495
B. D.I. all socketted Bend 45 degree
i) 100 mm dia.
1
2081
2080.7
ii) 150 mm dia.
1
3419
3418.5
C. D.I. all socketted tee
i) 100 x 100 x 100 mm dia.
1
2963
2963.3
ii) 150 x 150 x 100 mm dia.
1
4326
4326.3
iii) 150 x 150 x 150 mm dia.
1
5606
5605.6
E.D.I.Collar flanged socketted
i) 150 mm dia.
1
4569
4569.3
E. D.I. Double Socketted tapper
i) 150 x 125/100 mm dia
1
2738
2738.3
F. D.I. Flanged Socketted tail piece
i) 100 mm dia
1
1861
1861.2
iii) 150 mm dia.
1
2617
2617
G. D.I. Flanged Spigotted tail piece
i) 100 mm dia
1
2049
2048.9
iii) 150 mm dia.
1
3593
3593.2
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.
2
597
298.7
ii) 110 mm dia
2
713
356.4
iii) 140 mm dia
2
934
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.
5
744
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
3
1057
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.
2
762
380.9
ii) 110 mm dia.
2
1030
515.1
iii) 140 mm dia.
2
1395
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
2
642
321.1
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.
8
2186
273.3
iii) 140 mm dia.
5
1314
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
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
4
57952
14488
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
Charges for cutting D.I pipe with mechanical cutter as per CPWD specification and direction of the Engineer-in-charge.
i) 100 mm dia.
1
228
227.8
ii) 150 mm dia.
1
342
342.3
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
10
3584
358.4
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
10
6193
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
12
2170
180.85
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i) 90 mm dia with 15 mm dia opening
15
6716
447.7
ii) 110 mm dia with 15 mm dia opening
5
2641
528.2
iii) 140 mm dia with 15 mm dia opening
5
2949
589.7
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
10
1194
119.4
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.
2
128
64.1
ii) 20 mm dia 75 mm long.
2
164
82
iii) 25 mm dia 150 mm long
2
194
97
Providing and fixing G.I. Union as per CPWD specification and direction of the Engineering-in-charge.
i) 15 mm dia
2
262
131
ii) 20 mm dia
2
297
148.5
iii) 25 mm dia.
2
434
217
iv) 40 mm dia
2
774
387.1
Providing and fixing G.I. sockets as per CPWD specification and direction of the Engineer-in-charge.
i) 15 mm dia
2
153
76.6
iI) 20 mm dia
2
166
83
iii) 25 mm dia.
2
180
90.2
iv) 40 mm dia
2
247
123.4
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
2147
2147
viii) 150 mm dia
1
2475
2474.9
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
180
10314
57.3
ii) 20 mm dia
10
659
65.9
iii) 25 mm dia
120
8964
74.7
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 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
3
762
254
ii) 20 mm dia. nominal bore
3
908
302.8
iii) 40 mm dia. nominal bore
3
1647
549.1
iv) 65 mm dia. nominal bore
3
2490
830
v) 80 mm dia. nominal bore
3
3066
1021.9
vi) 150 mm dia. nominal bore
1.5
2897
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
60
6252
104.2
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
15
2543
169.5
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
10
1203
120.3
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