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₹ 1,19,73,069
Costs
EMD
₹ 2,39,461Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_36932_1Bid Award Id
ViewTender No
47/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
4300
340990
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
5585.74
557457
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
1600
3170720
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
3000
660300
220.1
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ii) 110 mm OD
2300
693910
301.7
... More
iii) 140 mm OD
2000
990200
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.
-
-
-
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iii) 150 mm dia
290.91
33745
116
... More
iv) 200 mm dia
339.57
59831
176.2
... More
v) 250 mm dia
315.07
67424
214
... More
v) 300 mm dia
70.05
20195
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
-
-
-
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i) 200 mm dia
1867.61
368853
197.5
... More
ii) 250 mm dia
1732.86
448118
258.6
... More
iii) 300 mm dia
385.27
123748
321.2
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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.
-
-
-
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i). 80 mm dia. A) PN - 1.6
3
10253
3417.6
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ii). 100 mm dia. A) PN - 1.6
3
13679
4559.7
... More
iii). 125 mm dia A) PN - 1.6
1
5480
5479.9
... More
iv). 150 mm dia. A) PN - 1.6
7
48771
6967.3
... More
v). 200 mm dia. A) PN - 1.6
4
52062
13015.6
... More
vi). 250 mm dia. A) PN - 1.6
4
88365
22091.2
... More
vi). 300 mm dia. A) PN - 1.6
6
164108
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
3
26792
8930.5
... More
ii) 200 mm dia
4
66998
16749.4
... More
ii) 250 mm dia
4
108869
27217.2
... More
i) 300 mm dia
7
281768
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
4
41867
10466.7
... More
ii) 150 mm dia
4
47795
11948.8
... More
ii) 200 mm dia
3
39796
13265.3
... More
ii) 250 mm dia
2
30103
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
20
2836
141.8
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iv) 200 mm dia
20
3780
189
... More
vi) 250 mm dia
14
3308
236.3
... More
vi) 300 mm dia
12
3403
283.6
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) Upto 300 mm dia
2.8
507898
181392.2
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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a) 90 mm X 90
6
1735
289.2
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b) 110 mm X 110
6
2851
475.1
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c) 140 mm X 140
6
4005
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
6
752
125.4
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b) 110 mm
6
884
147.3
... More
c) 140 mm
6
1248
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.
-
-
-
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a) 90 mm
9
2215
246.1
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b) 110 mm
9
2640
293.3
... More
c) 140 mm
9
3434
381.6
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i). 110 x 90 mm dia
8
2116
264.5
... More
ii). 140 x 110 mm dia
6
2096
349.3
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iii). 140 x 90 mm dia
6
1947
324.5
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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
5
1566
313.2
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b) 110 mm
5
2103
420.6
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c) 140 mm
5
2837
567.4
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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
500
163300
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
10
141285
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
12
220454
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
3000
128100
42.7
... More
ii. 20 mm dia
500
24300
48.6
... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 90 mm dia with 15 mm dia opening
300
106590
355.3
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ii) 110 mm dia with 15 mm dia opening
50
20970
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
1000
68800
68.8
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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
500
49250
98.5
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ii) 20 mm dia
7
785
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
110
51348
466.8
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Cutting bitumminous road (30 cm average depth) including getting out the dexcavated road materials and refitting the same.
a). Stone aggregate.
80
3132
39.15
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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)
8.52
89090
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
74.4
26315
353.7
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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
72
58190
808.2
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ix). 100 mm dia. nominal bore
36
41843
1162.3
... More
i). 150 mm dia. nominal bore
32.4
49695
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
4
6893
1723.2
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i). 150 mm dia. nominal bore
3
5962
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
4
1899
474.8
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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
3
5958
1986.1
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ii) 125 mm dia
3
6027
2009
... More
iii) 100 mm dia
3
4238
1412.8
... More
B. D.I. Flanged Spigotted tail piece
-
-
-
... More
ii). 150 mm dia
4
10906
2726.5
... More
ii) 125 mm dia
4
8043
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
2
6567
3283.5
... More
D) D.I. all socketted Bend 90 degree
-
-
-
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i) 100 mm dia
2
3291
1645.7
... More
ii) 150 mm dia
2
5304
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.
-
-
-
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iii). 100 mm dia
14
4708
336.3
... More
iv). 80 mm dia
14
4270
305
... More
iv). 150 mm dia
8
3767
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.
38.4
34080
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
108
14569
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.
500
45100
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
500
48650
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
500
29300
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
51
8645
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
13.2
1588
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)
5
47562
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)
4
43898
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)
4.5
53064
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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