Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 1,16,21,326
Costs
EMD
₹ 2,32,427Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Jjm Scheme 2021-22/const. Of Innovative Ws Scheme At Sarala Based On Existing Cherra (bamnia Cherra) Of Kadamtala Rd Block/sh- Providing, Laying Distribution Pipeline, Providing Domestic Connection Etc. Of Dws Sub-division, Dharmanagar/gr-d
Description
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Contact
Tender Id
2025_CEDWS_57980_1Tender No
04/SE/DWS/C/KGT/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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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) 40 mm OD
2500
89
224500
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i) 50 mm OD
3000
112
338400
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i) 90 mm OD
9500
271
2578300
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ii) 110 mm OD
7000
372
2604700
... More
iii) 140 mm OD
4000
612
2451200
... 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.
-
-
-
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i). 80 mm dia. A) PN - 1.6
2
4319
8639
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ii). 100 mm dia. A) PN - 1.6
2
5561
11122
... 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
15
352
5283
... More
b) 110 mm X 110
12
580
6965
... More
c) 140 mm X 140
11
818
8998
... 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
12
148
1784
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b) 110 mm
11
174
1921
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c) 140 mm
8
250
2003
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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
11
298
3286
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b) 110 mm
9
356
3208
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c) 140 mm
8
466
3734
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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
11
321
3532
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ii). 140 x 110 mm dia
9
426
3841
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iii). 140 x 90 mm dia
8
395
3166
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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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b) 110 mm
4
552
2210
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c) 140 mm
4
735
2940
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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
125
382
47838
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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
783.84
57
44914
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ii. 20 mm dia
200
65
13180
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
125
78
9825
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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
125
131
16375
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ii) 20 mm dia
10
148
1485
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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) 20 X 15mm dia
15
118
1779
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i)100 x 80 mm dia
10
574
5746
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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.
125
104
13100
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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
125
119
14925
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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
125
74
9325
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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
12.5
619
7741
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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.
12.5
39
489
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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)
1.25
11078
13848
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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
18.5
353
6543
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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.
125
104
13100
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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
125
119
14925
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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
125
74
9325
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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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iv). 150 mm dia
6
588
3530
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iv). 125 mm dia
4
512
2051
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iv). 100 mm dia
4
420
1682
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iv). 80 mm dia
4
382
1528
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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.
9.6
1177
11302
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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
27
179
4857
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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
12.75
231
2953
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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
3.3
161
532
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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)
1.25
10249
12811
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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) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal siz
1
12073
12074
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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)
1.13
13305
15036
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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.
125
2323
290375
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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
125
2112
264000
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