Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Mar 2023
Closing Date27 Mar 2023
Tender Amount₹ 1,19,20,067
Costs
EMD
₹ 2,38,401Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_36935_1Bid Award Id
ViewTender No
49/SE/DWS/C/KGT/2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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A. For UPVC pipes in new work
a). In all kinds of soil
iI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
4400
348920
79.3
... More
B). For G.I. / C.I. / D.I. pipes in new work
a). In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2050
204590
99.8
... More
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) 150 mm dia
2050
4062485
1981.7
... 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 ) as per CPWD specification and direction of the Engineer - in - charge. A). Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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i) 90 mm OD
2600
572260
220.1
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ii) 110 mm OD
2600
784420
301.7
... More
iii) 140 mm OD
1800
891180
495.1
... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iii) 150 mm dia
372
43152
116
... More
iv) 200 mm dia
250
44050
176.2
... More
v) 250 mm dia
160
34240
214
... More
v) 300 mm dia
265
76400
288.3
... More
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
-
-
-
... More
i) 200 mm dia
1378
272155
197.5
... More
ii) 250 mm dia
880
227568
258.6
... More
iii) 300 mm dia
1460
468952
321.2
... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i). 80 mm dia. A) PN - 1.6
2
6835
3417.6
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ii). 100 mm dia. A) PN - 1.6
2
9119
4559.7
... More
iii). 125 mm dia A) PN - 1.6
2
10960
5479.9
... More
iv). 150 mm dia. A) PN - 1.6
5
34837
6967.3
... More
v). 200 mm dia. A) PN - 1.6
3
39047
13015.6
... More
vi). 250 mm dia. A) PN - 1.6
1
22091
22091.2
... More
vi). 300 mm dia. A) PN - 1.6
3
82054
27351.4
... More
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 150 mm dia
4
35722
8930.5
... More
i) 200 mm dia
2
33499
16749.4
... More
i) 250 mm dia
2
54434
27217.2
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i) 300 mm dia
4
161010
40252.6
... More
Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately).
-
-
-
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i) 100 mm dia
6
54324
9054
... More
ii) 125 mm dia
5
52334
10466.7
... More
ii) 150 mm dia
7
83642
11948.8
... More
ii) 200 mm dia
4
53061
13265.3
... More
ii) 250 mm dia
3
45154
15051.4
... More
ii) 300 mm dia
2
31840
15919.9
... More
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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iii) 150 mm dia
25
3545
141.8
... More
iv) 200 mm dia
16
3024
189
... More
vi) 250 mm dia
10
2363
236.3
... More
vi) 300 mm dia
9
2552
283.6
... More
Providing and laying D.I. specials of class K - 12 suitable for push -on jointing as per IS : 9523 as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) Upto 300 mm dia
3.15
571385
181392.2
... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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a) 90 mm X 90
10
2892
289.2
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b) 110 mm X 110
9
4276
475.1
... More
c) 140 mm X 140
8
5340
667.5
... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge..
-
-
-
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a) 90 mm
13
1630
125.4
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b) 110 mm
12
1768
147.3
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c) 140 mm
11
2288
208
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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 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
a) 90 mm
20
4922
246.1
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b) 110 mm
17
4986
293.3
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c) 140 mm
16
6106
381.6
... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i). 110 x 90 mm dia
11
2910
264.5
... More
ii). 140 x 110 mm dia
10
3493
349.3
... More
iii). 140 x 90 mm dia
9
2921
324.5
... More
Providing, fixing and laying flanged fabricated UPVC tailpiece 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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a) 90 mm
8
2506
313.2
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b) 110 mm
8
3365
420.6
... More
c) 140 mm
6
3404
567.4
... More
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.
-
-
-
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a) 90 mm dia
2
365
182.5
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b) 110 mm dia
2
471
235.4
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c) 140 mm dia
2
620
310.2
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Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
ii) 15 mm nominal bore
450
146970
326.6
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Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 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 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.
A). With First class bricks
6
84771
14128.5
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Constructing masonry Chamber 120 x 120 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 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 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in -charge.
A). With First class bricks
7
128598
18371.2
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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
2500
106750
42.7
... More
ii. 20 mm dia
250
12150
48.6
... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 90 mm dia with 15 mm dia opening
200
71060
355.3
... More
ii) 110 mm dia with 15 mm dia opening
100
41940
419.4
... More
iii)140 mm dia with 15 mm dia opening
50
23425
468.5
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
900
61920
68.8
... More
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
450
44325
98.5
... More
ii) 20 mm dia
6
673
112.2
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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
121.75
56833
466.8
... More
Cutting bitumminous road (30 cm average depth) including getting out the dexcavated road materials and refitting the same.
a). Stone aggregate.
118.2
4628
39.15
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
a) All work upto plinth level:
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
6.76
70687
10456.6
... More
Construction of surface drain 250 mm. wide, 150 mm. deep and 125 mm. side walls with 2nd class brick masonry work 1:4(1 cement: 4 river sand) on 100 mm. thick cement concrete bed of mix 1:5:10(1cement: 5 river sand: 10 jhama aggregate 40 mm. nominal gauge) and cement concrete 1:2:4 mix (1 cement: 2 river sand sand: 4 jhama aggregate 12.5 mm. nominal gauge) in drains including finishing
27.5
9727
353.7
... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A). External work
-
-
-
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i). 80 mm dia. nominal bore
61.75
49906
808.2
... More
ix). 100 mm dia. nominal bore
27.83
32341
1162.3
... More
i). 150 mm dia. nominal bore
16.75
25691
1533.8
... More
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
-
-
-
... More
i). 80 mm dia. nominal bore
4
6372
1593.1
... More
ix). 100 mm dia. nominal bore
2
3446
1723.2
... More
i). 150 mm dia. nominal bore
2
3975
1987.4
... More
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)100 x 80 mm dia
3
1424
474.8
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
A. D.I. Flanged Socketted tail piece
-
-
-
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i). 150 mm dia
2
3972
1986.1
... More
ii) 125 mm dia
2
4018
2009
... More
iii) 100 mm dia
3
4238
1412.8
... More
B. D.I. Flanged Spigotted tail piece
-
-
-
... More
ii). 150 mm dia
3
8180
2726.5
... More
ii) 125 mm dia
3
6032
2010.7
... More
iii) 100 mm dia
3
4666
1555.3
... More
C. D.I. all socketted tee
-
-
-
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I) 100 x 100 x 100 mm dia
2
4499
2249.6
... More
ii)150 x 150 x 100 mm dia
1
3284
3283.5
... More
D) D.I. all socketted Bend 90 degree
-
-
-
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i) 100 mm dia
1
1646
1645.7
... More
ii) 150 mm dia
1
2652
2652
... More
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.
-
-
-
... More
iii). 100 mm dia
16
5381
336.3
... More
iv). 80 mm dia
12
3660
305
... More
iv). 150 mm dia
11
5180
470.9
... More
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.
22.5
19969
887.5
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
87.5
11804
134.9
... More
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.
350
31570
90.2
... More
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
350
34055
97.3
... More
Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge
iii) 15 mm dia 225 mm long
350
20510
58.6
... More
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
40
6780
169.5
... More
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. '-All kinds of soil
7.2
866
120.3
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
7.2
68489
9512.3
... More
5.1 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:
5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
8
87797
10974.6
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
5
58960
11791.9
... More
Providing and fixing in position Precast RCC hydrant post enraved with logo of JJM and other necessarry details of size 150 x 150 mm at the bottom & 150 x 150 mm at the top and 1500 mm Long ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate of 10 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 11 Nos ), 300 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 Stone aggregate of 40 mm nominal size ) as per approved drawing, including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
200
464600
2323
... More
Providing and fixing in position Precast RCC platform of size 750 x 750 mm x 75 mm with curb of size 60 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 Stone aggregate 20 mm nominal size) and steel reinforcement ( TMT bars ) 6 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge
200
422400
2112
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