Public Works Department Tender
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Costs
EMD
₹ 19,308Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_41577_1Bid Award Id
ViewTender No
49/EE/PWD(DWS)/AMB/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
i) 90 mm OD
100
2340
23.4
ii) 110 mm OD
100
2830
28.3
iii) 140 mm OD
100
3590
35.9
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. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 40 mm OD
300
21840
72.8
ii) 50 mm OD
120
11100
92.5
iii) 90 mm OD
90
19809
220.1
iv) 110 mm OD
90
27153
301.7
v) 140 mm OD
60
29706
495.1
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).
-
-
-
i. 15 mm dia.
100
4270
42.7
ii. 25 mm dia.
50
2800
56
Labour charges for repairing of leakage for CI/DI pipeline of various diameter by manual labour by hammering of old lead joints and other leakages of pipeline in/c excavation & refilling of the same as per direction of the Engineering-in-charge ( pig lead will be supplied by the department at free of cost).
-
-
-
a)80mm dia
30
5033
167.75
b) 100 mm dia
30
5633
187.75
c) 150 mm dia
30
5783
192.75
Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc.in/c necessary earth excavation backfilling of soil as required after laying of pipeline , in layers not exceeding 200mm in dept in/c consolidating each deposited layer by ramming,watering etc.Complete as per specification & direction of Engineering-in-charge.
-
-
-
a)90mm OD
350
156380
446.8
b) 110 mm OD
250
125150
500.6
c) 140 mm OD
100
55520
555.2
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. External work.
-
-
-
i) 15 mm dia. nominal bore
30
5925
197.5
ii) 40 mm dia. Nominal bore
30
12975
432.5
iii) 50 mm dia. Nominal bore
18
9284
515.8
Providing, fixing and laying fabricated UPVC socket / coupler confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge.
-
-
-
a) 90 mm dia
30
5475
182.5
b) 110 mm dia
30
7062
235.4
c) 140 mm dia
20
6204
310.2
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. (By manual means)
30
14004
466.8
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) 40 mm dia
10
1340
134
ii) 50 mm dia
5
788
157.5
iii) 90 mm dia
10
2461
246.1
iv) 110 mm dia
10
2933
293.3
v) 140 mm dia
5
1908
381.6
Providing,fixing and laying fabricated UPVC straight reducer confirming to IS:10124 (part-3)with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification & direction of the Engineering-in-charge.
-
-
-
a)110 x 90mm dia
10
2645
264.5
b) 140 X 110 mm dia
10
3493
349.3
c) 140 X 90 mm dia
5
1623
324.5
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
10
2892
289.2
ii) 110 x 110 mm dia
10
4751
475.1
iii) 140 x 140 mm dia
5
3338
667.5
Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
a) 90mm dia
10
1254
125.4
b) 110 mm dia
10
1473
147.3
c) 140 mm dia
5
1040
208
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.
-
-
-
a) 90mm dia
5
1566
313.2
b) 110 mm dia
5
2103
420.6
c) 140 mm dia
5
2837
567.4
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i)15 mm dia
40
2752
68.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
50
4925
98.5
ii) 25mm dia
15
2505
167
iii) 40mm dia
25
7530
301.2
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
30
2706
90.2
ii) 25mm dia
10
1331
133.1
iii) 40mm dia
10
2818
281.8
iv) 50 mm dia
5
2013
402.5
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.
-
-
-
i. 25x15 mm dia
10
1097
109.7
ii. 40x15 mm dia
20
2932
146.6
iii. 40x25 mm dia
10
1489
148.9
iv. 50x25 mm dia
2
394
197
v. 50x40 mm dia
2
396
198.2
vi. 80x40 mm dia
5
1675
335
vi. 80x50 mm dia
5
1681
336.1
Providing and fixing GI equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. 15x15x15 mm dia.
3
323
107.8
ii. 25x25x25 mm dia
5
906
181.1
Providing and fixing GI Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. 25x25x15 mm dia.
5
765
153
ii. 40x40x25 mm dia
5
1084
216.8
iii. 40x40x15 mm dia
5
1071
214.2
Providing and fixing GI. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
i)15mm dia 150mm long
15
816
54.4
Providing & fixing brass ferrule with C.I. cover confirming to IS:2692 in/c. boring & tapping the main as per chapter 20 of CPWD specification and direction of the Engineering-in –charge. a)10mm nominal bore
25
7408
296.3
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
100
2645
26.45
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
15
2559
170.6
ii. 25 mm dia.
8
2177
272.1
ii. 40mm dia
10
3748
374.8
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 P.N 1.6
2
6835
3417.6
ii) 100 mm P.N 1.6
2
9119
4559.7
iii) 125 mm P.N 1.6
2
10960
5479.9
iv) 150 mm P.N 1.6
1
6967
6967.3
Charges for 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.
-
-
-
80 mm dia PN-1.6
2
1274
636.8
100 mm dia PN-1.6
2
1834
916.8
125 mm dia PN-1.6
1
1042
1042.2
150 mm dia PN-1.6
1
1271
1271.2
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 65 mm nominal bore
1
3178
3177.8
ii. 80 mm nominal bore
1
3347
3346.9
iii. 100 mm nominal bore
1
5980
5980
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.
-
-
-
a) 80 mm dia
5
1525
305
b) 100 mm dia
5
1682
336.3
c) 125 mm dia
5
2051
410.2
c) 150 mm dia
5
2355
470.9
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
G. D.I. Collar flanged socketted
-
-
-
a) 80 mm dia
2
3254
1627.1
b) 100 mm dia
2
3025
1512.4
c) 125 mm dia
2
4659
2329.7
d) 150 mm dia
2
4621
2310.4
Labour charge for clearing of clouded deposited iron in the PVC pipe of 140,110,90 mm dia pipe by chain lead pully system in/c disposal of iron from the site and thoroughly washing the pipe with water complete as per direction of the Engineer-in-charge.
6000
30900
5.15
Labour charge for clearing of deposited iron clouded in the CI pipeline of different dia (200mm, 150mm, 100mm dia) by chain pulley system including washing the pipe by water complete as direction of the Engineer-in-charge.
2000
33800
16.9
Excavating holes upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m.
-All kinds of soil
10
1281
128.1
Earth work in excavation 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 By manual means
10
1695
169.5
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.
1
888
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.
1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
1
7845
7844.8
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement.
All work upto plinth level
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
2
19215
9607.7
Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank
50
13445
268.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
250
19550
78.2
First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
2
17777
8888.4
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
20
23758
1187.9
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
25
4370
174.8
Neat cement punning.
25
1128
45.1
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