Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 9,70,002
Costs
EMD
₹ 19,400Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Retrofitting Of Diff Schemes Under Jjm/nrdwp/arws/rws/ridf Of Dukli R.d. Block Within The Jurisdiction Of Dws Sub-division, Badharghat/ Sh Extension Of Pvc Pipe Line From Existing Dtw Schemes, And Other Allied Works During The Year 24-25.(group-i)
Description
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Contact
Tender Id
2024_CEDWS_52462_1Bid Award Id
ViewTender No
30/EE/DWS/AGT-II/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
... More
B) For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
i.For pipes exceeding 90mm dia but not exceeding 300mm dia
50
6690
133.8
... More
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) asper CPWD specification and direction of the Engineer-in-charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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i. 40 mm dia
100
8980
89.8
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ii 50 mm dia
100
11280
112.8
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iii. 90mm OD
750
203550
271.4
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iv. 110mm OD
200
74420
372.1
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v. 140mm OD
300
183840
612.8
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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 in/c stacking of pipes at site lead upto 50mtr as per CPWD specification & direction of the Eng-in-charge.
-
-
-
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i. 150 mm dia
50
23490
469.8
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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.
-
-
-
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i. 150 mm dia
50
9385
187.7
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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 CPWD specification & direction of the Eng-in-charge.
-
-
-
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i. 150 mm dia
20
2890
144.5
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Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer- in -charge.
-
-
-
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i. 150 mm dia
4
741
185.2
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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification & direction of the Eng-in-charge.
-
-
-
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i. Upto 300mm dia
0.15
35786
238571.3
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Providing & 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 & direction of the Engineer-in-charge.
-
-
-
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i. 125 mm dia PN - 1.0
1
5426
5426.3
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ii. 150 mm dia PN - 1.0
1
7395
7395.1
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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 in/c testing of joints complete as per CPWD specification & direction of the Eng-in-charge.
-
-
-
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i. 40 mm dia
2
322
161
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ii. 50 mm dia
2
380
190
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iii. 90 mm dia
5
1494
298.7
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iv. 110 mm dia
3
1069
356.4
... More
v. 140 mm dia
3
1400
466.8
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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.
-
-
-
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i. 50 x 40 mm dia
2
344
172
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ii. 110 x 90 mm dia
2
642
321.1
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iii. 140 x 110 mm dia
2
854
426.8
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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. 40 x 40 mm dia
2
464
232
... More
ii. 50 x 50 mm dia
2
525
262.5
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iii. 90 x 90 mm dia
3
1057
352.2
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iv. 110 x 110 mm dia
2
1161
580.4
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v. 140 x 140 mm dia
3
2454
818
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Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Eng-in-charge.
-
-
-
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i. 40 mm dia
5
1814
362.7
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ii. 50 mm dia
5
1924
384.7
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iii. 90 mm dia
20
8954
447.7
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iv. 110 mm dia
10
5282
528.2
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v. 140 mm dia
10
5897
589.7
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Providing, fixing & laying fabricated UPVC end cap conforming to IS:10124 (Part 4) with solvent cement conforming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Eng-in-charge.
-
-
-
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i) 90 mm dia
3
446
148.7
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Providing & fixing brass ferrule with C.I cover conforming to IS:2692 in/c boring & tapping the main as per CPWD specification & direction of the Eng-in-charge.
-
-
-
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i) 15 mm nominal bore
60
22962
382.7
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately)
-
-
-
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i) 15 mm dia
200
11460
57.3
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Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification & direction of the Engineer-in-charge.
-
-
-
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i) 15 mm dia
60
6288
104.8
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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
60
4716
78.6
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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
60
7860
131
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Providing & fixing G.I Nipple of medium class as per CPWD specification & direction of the Eng-in-charge.
-
-
-
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i) 15 mm dia 150 mm long
30
2058
68.6
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ii) 15 mm dia 225 mm long
30
2238
74.6
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Providing & fixing G.I pipes medim class as per IS:1239 with latest amendment complete with G.I fittings in/c trenching & refilling, cutting & making good the walls etc. complete as per CPWD specification & direction of the Eng-in-charge.
A. External work.
-
-
-
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i. 15 mm dia. nominal bore
60
15240
254
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Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification & the direction of the Eng-in-charge.
-
-
-
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A. By manual means
100
61930
619.3
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Providing & fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrant points at different location as per specification & direction of the Eng-in-charge.
-
-
-
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(i) 15 mm dia PVC /plastic bib cock
60
7164
119.4
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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
7
1621
231.6
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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
589
1177.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:
-
-
-
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ii) 1:4:8 (1 Cement: 4 fine sand : 8 graded stone
aggregate 40mm nominal size)
1.37
13666
9960.7
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
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i) Thermo-Mechanically Treated bars of grade Fe-500D or more
150
15585
103.9
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases & spiral stair cases upto floor five level ex/c the cost of centring, shuttering, finishing & reinforcement-.
-
-
-
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i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1
12591
12591.1
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First class brick work in foundation and plinth
including cost of all materials as required complete:-
-
-
-
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i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
2.5
24613
9845.2
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12 mm cement plaster of mix
-
-
-
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i) Cement mortar 1:4 (1 cement : 4 fine sand)
20
4484
224.2
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Neat cement punning.
20
1136
56.8
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Washing & removal of deposited iron sludge & any other foreign materials etc. from inside the existing water distribution pipe line foreign materials from inside the excavation trenches up to required width & depth cutting of PVC pipe line at a length of every 55.00 Mtr. interval jointing of pipe with PVC coupler and solvent cement in/c satisfactory testing of joints refilling trenches with available excavated earth etc. complete as per direction of the Engineer-in-charge [Rate in/c the cost of cement solvent PVC pipe for making PVC couplers, will be issued by the Department at free of cost).
-
-
-
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i. 90mm dia
500
2050
4.1
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ii. 110mm dia
500
2395
4.79
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iii. 140mm dia
500
2580
5.16
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