Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date2 Mar 2024
Closing Date19 Mar 2024
Tender Amount₹ 59,57,317
Costs
EMD
₹ 1,19,146Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Ws Scheme Under Jjm 2021-22/ Sh- Const. Of 7500 Gallon Capacity Cwr Providing And Laying Rising Line From Newly Sunk Dtw At Panighat Sc Para Of Ichailalcherra, Distribution Pipeline In/c Domestic Connection At Fulbari Gp Of Kadamtala Rd Block
Description
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Contact
Tender Id
2024_CEDWS_48028_1Bid Award Id
ViewTender No
185/EE/DWS/DMN/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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. iv). 150 mm dia. A) PN - 1.6
2
16477
8238.6
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
iii) 150 mm dia
25
4630
185.2
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
1
222194
222193.8
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
2
28257
14128.5
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
50
19135
382.7
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
300
17190
57.3
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
50
3930
78.6
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
50
6550
131
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
25
15483
619.3
Cutting bitumminous road (30 cm average depth) including getting out the dexcavated road materials and refitting the same.
a). Stone aggregate.
25
979
39.15
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
11078
11078.1
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
25
8843
353.7
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
25
14365
574.6
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.
50
5240
104.8
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
50
5970
119.4
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
50
3205
64.1
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A. D.I. Flanged Socketted tail piece i). 150 mm dia
2
5234
2617
B. D.I. Flanged Spigotted tail piece ii). 150 mm dia
2
7186
3593.2
C. D.I. all socketted tee
ii)150 x 150 x 100 mm dia
2
8653
4326.3
D) D.I. all socketted Bend 90 degree
ii) 150 mm dia
2
6990
3495
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.
iv). 150 mm dia
16
9414
588.4
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.
10
11773
1177.3
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
20
3598
179.9
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
5
1158
231.6
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)
2
20498
10249.1
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