Public Works Department Tender
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Costs
EMD
₹ 99,544Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Providing And Laying Of Upvc Pipe Line Inc Extension Of Fhtc Connection At East Site Of Manu River Under Kumarghat Rd Block Within The Jurisdiction Of Dws Sub-division, Kumarghat, Unakoti Tripura Gr-ii
Description
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Contact
Tender Id
2024_CEDWS_53599_1Bid Award Id
ViewTender No
DNIeT No_132/EE/DWS/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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
1200
107760
89.8
iii) 90 mm OD
1500
407100
271.4
iv) 110 mm OD
1000
372100
372.1
v) 140 mm OD
800
490240
612.8
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)
120
79800
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.
300
69510
231.7
ii) 110 mm dia.
300
76470
254.9
iii) 140 mm dia.
300
83430
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.
300
101040
336.8
ii) 110 mm dia.
300
108000
360
iii) 140 mm dia.
300
118440
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
700
312060
445.8
ii) 150 mm dia
20
9396
469.8
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.
27.5
51180
1861.1
iii. 150 mm dia Ductile Iron Class K-7 pipes.
27.5
71555
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
6
562
93.7
iii) 150 mm dia.
6
867
144.5
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.
A. External work.
i. 15 mm dia. nominal bore
6
1524
254
ii. 20 mm dia. nominal bore
6
1817
302.8
iii. 25 mm dia. nominal bore
6
2397
399.5
v. 40 mm dia. nominal bore
6
2867
477.8
vi. 50 mm dia. nominal bore
12
6589
549.1
vii. 65 mm dia. nominal bore
700
457730
653.9
viii. 80 mm dia. nominal bore
30
24900
830
ix. 100 mm dia. nominal bore
30
43992
1466.4
xi. 150 mm dia. nominal bore
6
11589
1931.5
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.
i. 150 mm dia
5
2942
588.4
ii. 125 mm dia
5
2564
512.7
iii. 100 mm dia
12
5046
420.5
iv. 80 mm dia
5
1911
382.1
v. 65 mm dia
5
1622
324.3
vi. 50 mm dia
5
1422
284.4
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
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
2167.3
ii) 150 mm dia.
1
3495
3495
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
F. D.I. Flanged Socketted tail piece
i) 100 mm dia
1
1816
1816.2
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 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
1814
362.8
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.
20
7062
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
100
35840
358.4
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
5
2239
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
200
23880
119.4
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
20
1146
57.3
Providing and fitting fixing of Precast RCC hydrant post casted inside 100 mm X 100 mm size and 1100mm hight made with reinforced Cement concrete 1:2:4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement (TMT Bar 8mm dia long bar and 8mm dia stirrups 300mm shall be kept below emd embedding 15 mm dia GI pipe 1300 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 150 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock with GI socket and RCC platform (1100 X 1100 mmx 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 7 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ), finished with a floating coat of neat cement ) painting , logo mark ,etc.complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
210
1322998
6299.99
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