Public Works Department Tender
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Costs
EMD
₹ 18,734Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_46683_1Bid Award Id
ViewTender No
145/EE-KLP/PWD(DWS)/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
B. For G.I / C.I / D.I pipes in new work
a) In all kinds of soil
i) For pipes not exceeding 90 mm dia
50
5020
100.4
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
50
6690
133.8
C. For UPVC pipes in old work
a) In all kinds of soil
i) For pipes not exceeding 90 mm OD
150
15105
100.7
ii) For pipes exceeding 90 mm OD but not exceeding 300 mm OD
150
18360
122.4
D. For G.I / C.I / D.I pipes in old work
a) In all kinds of soil
i) For pipes not exceeding 80 mm dia
50
5775
115.5
ii) For pipes exceeding 80 mm dia but not exceeding 300 mm dia
50
7695
153.9
Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete (excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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)
v) 90 mm OD
30
798
26.6
vi) 110 mm OD
150
4845
32.3
vii) 140 mm OD
150
6195
41.3
Charges for laying in position S & S or flanged C.I./D.I. pipes (excluding cost of pipe) complete as per CPWD specification and direction of the Engineer-in-charge.
1
5047
5047.2
Charges for laying in position S & S or flanged C.I. special such tees, bends, collars, tapers and caps etc. (excluding cost of specials) complete as per CPWD specification and direction of the Engineer-in-charge.
0.5
3015
6030
Charges for laying in position S & S or flanged D.I. special such tees, bends, collars, tapers and caps etc. (excluding cost of specials) as per CPWD specification and direction of the Engineer-in-charge.
0.5
2042
4083.9
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 and direction of the Engineer-in-charge.
-
-
-
i) 80 mm dia
2
163
81.7
ii) 100 mm dia
2
187
93.7
iii) 125 mm dia
2
196
98.2
iv) 150 mm dia
5
723
144.5
v) 200 mm dia
2
440
220.1
vi) 250 mm dia
2
535
267.3
vii) 300 mm dia
2
725
362.3
ix) 400 mm dia
2
1287
643.4
Providing lead chaulked joints to spun iron or C.I. 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) 80 mm dia
2
578
288.9
ii) 100 mm dia
2
578
288.8
iii) 125 mm dia
2
848
424
iv) 150 mm dia
5
2169
433.7
v) 200 mm dia
3
1724
574.5
vi) 250 mm dia
2
1437
718.5
vii) 300 mm dia
2
1733
866.4
ix) 400 mm dia
2
2324
1162.2
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.
-
-
-
iii) 80 mm dia (PN - 1.6)
1
831
830.7
iv) 100 mm dia (PN - 1.6)
1
1188
1187.5
v) 125 mm dia (PN - 1.6)
1
1317
1316.7
viii) 250 mm dia (PN - 1.6)
1
3621
3620.5
ix) 300 mm dia (PN - 1.6)
1
4370
4369.6
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 of 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/cm2)
i) 40 mm OD
100
8980
89.8
v) 90 mm OD
90
24426
271.4
vi) 110 mm OD
80
29768
372.1
vii) 140 mm OD
70
42896
612.8
Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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 OD
120
66972
558.1
ii) 110 mm OD
100
62320
623.2
iii) 140 mm OD
80
55128
689.1
Repairing for leakage caused for damaged of lead joint for C.I. / D.I. pipes, C.I. specials in/c excavation of earth as required upto 1.80 m depth, cutting of bituminous road / WBM road (up to three or more layers of 30 cm average depth) in/c dewatering, said protection and making the same with existing materials etc. complete as per direction of the Engineer-in-charge.
-
-
-
i) 80 mm dia
3
630
210
ii) 100 mm dia
3
765
255
iv) 150 mm dia
10
2600
260
v) 200 mm dia
10
2800
280
Clearing & washing of C.I. / D.I. / PVC pipes in/c earth cutting & refilling complete (Bleaching powder, coupler, collar, colvent cement, pig lead if required will be paid separately)
50
9750
195
Making branch connection with the existing main C.I./ PVC pipe line upto 200 mm dia to newly laid C.I./PVC pipe line upto 200 mm dia in/c necessary earth cutting, dewatering etc. complete as per direction of the Engineer-in-charge. (cutting of pipe, laying of specials, lead joint etc. will be paid separaetly)
1
649
649
Charges for making hole by drilling and making thread by thread bit in the C.I. / D.I. pipe as per specification & direction of the Engineer-in-charge.
-
-
-
iii) 15 mm dia nominal bore
5
1404
280.7
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
5
3097
619.3
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 the direction of the Engineer-in-charge.
-
-
-
i) 90 mm dia
90
19089
212.1
ii) 110 mm dia
80
21864
273.3
iii) 140 mm dia
60
21768
362.8
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 the direction of the Engineer-in-charge.
-
-
-
v) 90 mm dia
20
5974
298.7
vi) 110 mm dia
20
7128
356.4
vii) 140 mm dia
20
9336
466.8
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
70
8358
119.4
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia
70
5502
78.6
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia
70
9170
131
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
70
7336
104.8
Providing and fixing C.I. Bib cock (long handle) as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia.
70
7728
110.4
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
ii) 15 mm dia 150 mm long
70
4802
68.6
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.
-
-
-
ii) 15 mm nominal bore
70
26789
382.7
Providing and fixing G.I. pipes medium 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
30
7620
254
iv) 32 mm dia nominal bore
30
14334
477.8
v) 40 mm dia nominal bore
30
16473
549.1
Providing and laying of flexible PVC pipe (conforming to IS: 7634) complete as per direction of the Engineer-in-charge (cost of earth work and fittings will be paid separately).
-
-
-
i) 15 mm dia
200
11460
57.3
ii) 20 mm dia
150
9885
65.9
Cutting water bound macadam road (25 cm average depth and making good the some including supplying extra quantities of aggregate and binding materials required)
10
761
76.1
Supplying of M.S. full threaded nuts & bolts (TATA) of different dia, complete as per direction of the Engineer-in-charge.
50
4250
85
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.
-
-
-
a) All kinds of Soil.
2
463
231.6
Supplying and filling in plinth under floor foundation etc. with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method.
0.5
212
424.4
Providing and laying in position cement concrete of specified grade ex/c cost of centering & shuttering all work upto the plinth level.
-
-
-
i) 1:3:6 (1 cement : 3 fine sand : 6 graded well brunt brick aggregate of 40 mm nominal size)
0.3
1482
4938.8
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-
All work upto plinth level
-
-
-
1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate 20mm nominal size)
0.2
2216
11080
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more.
10
1039
103.9
First class Brick work in foundation and plinth in/c the cost of all materials as required.
-
-
-
6.1.3. In cement mortar 1:4 (1 cement : 4 fine sand)
0.5
4923
9845.2
12 mm cement plaster of mix.
-
-
-
12.1.2) In cement motar 1 : 4 (1 cement : 4 fine sand)
10
2242
224.2
Neat cement punning.
10
568
56.8
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.
-
-
-
v) 90 mm dia
5
744
148.7
vi) 110 mm dia
5
873
174.6
vii) 140 mm dia
5
1252
250.4
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.
-
-
-
v) 110 X 90 mm dia
10
3211
321.1
vi) 140 X 110 mm dia
10
4268
426.8
vii) 140 X 90 mm dia
10
3957
395.7
Providing and laying S & S C.I standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class) as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. Upto 300 mm dia
0.1
9348
93480
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.
-
-
-
80 mm dia
2
8639
4319.7
100 mm dia
2
11122
5561.1
125 mm dia
2
13324
6662.1
150 mm dia
2
16477
8238.6
200 mm dia
2
33578
16789.2
250 mm dia
2
55836
27918
300 mm dia
2
68673
34336.5
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement : 5 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 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
-
-
-
With Second class bricks
1
23758
23758
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