Public Works Department Tender
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Public Works Department - PWD Tender
Electrical and Electronics
Eprocure
Opening Date13 Jun 2024
Closing DateCancelled
Tender Amount₹ 72,77,553
Costs
EMD
₹ 1,45,551Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_49430_1Bid Award Id
ViewTender No
42/SE/TJB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
B)For G.I. / C.I. / D.I. pipes in new work i) For pipes not exceeding 90 mm dia
1000
100400
100.4
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1500
200700
133.8
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.
-
-
-
A) 80 mm dia DI class K-7 pipes.
1000
1827600
1827.6
B) 150 mm dia DI class K-7 pipes.
500
1301000
2602
C) 100 mm dia DI class K-7 pipes.
1000
1861100
1861.1
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 6.0 kg /cmm sq)
-
-
-
i. 90 mm OD
800
217120
271.4
ii. 110 mm OD
400
148840
372.1
iii. 140 mm OD
200
122560
612.8
iv. 50 mm OD
200
22560
112.8
v. 40 mm OD
200
17960
89.8
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
4
17279
4319.7
ii. 100 mm dia.
A. PN - 1.6
7
38928
5561.1
iii. 150 mm dia.
A. PN - 1.6
10
82386
8238.6
Providing and laying DI specials of class k-12 suitable for push on jointing as per IS:9523 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A. Upto 300mm dia
0.2
47714
238571.3
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer-in- charge.
i) 100 mm nominal bore
1
7505
7504.9
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 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.
-
-
-
i. 90 mm Dia
2
597
298.7
ii. 110 mm dia
2
713
356.4
iii. 140 mm dia
2
934
466.8
iv. 50 mm OD
2
380
190
v. 40 mm OD
2
322
161
Providing, fixing and laying flanged fabricated UPVC tail piece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) 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
843
421.3
ii. 110 mm dia
2
1105
552.6
iii. 140 mm dia
2
1470
735.1
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
3
446
148.7
ii. 50 mm OD
3
306
102
iii. 40 mm OD
3
288
96.1
Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge.
i)10 mm nominal bore
50
17920
358.4
Earth work in excavation by mechanical means (Hydraulicexcavator) / 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.
3
695
231.6
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.
2
323
161.3
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.
2
2355
1177.3
Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-
i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
10
14360
1436
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
10
107426
10742.6
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
5
321
64.1
ii. 15 mm dia 150 mm long
45
3087
68.6
Providing and fixing CI bib cock(long handle) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia nominal bore
50
5520
110.4
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in – charge.
-
-
-
i) 15 mm dia
100
10480
104.8
i. 40 mm dia
20
6868
343.4
i. 50 mm dia
20
9898
494.9
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
50
3930
78.6
i. 40 mm dia
20
2672
133.6
i. 50 mm dia
20
3370
168.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
50
6550
131
i. 40 mm dia
20
7742
387.1
i. 50 mm dia
20
9810
490.5
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.
B. by manual means .
60
37158
619.3
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
150
38100
254
iii. 40 mm dia. nominal bore
300
164730
549.1
iv 50 mm dia. nominal bore
500
326950
653.9
iv 65 mm dia. nominal bore
300
249000
830
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).
-
-
-
(a) 15 mm dia
200
11460
57.3
(b) 32 mm dia
50
4165
83.3
First class brick work in foundation and plinth including cost of all materials as required complete:
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
2
19690
9845.2
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