Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 Sep 2023
Closing DateCancelled
Tender Amount₹ 1,05,94,593
Costs
EMD
₹ 2,11,892Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_42157_1Tender No
12/SE/DWS/C/KGT/2023-24Tender 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) D.I. all socketted Bend 90 degree
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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
2450
600985
245.3
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ii) 200 mm dia
4
23686
5921.5
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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
4.56
1013204
222193.8
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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-9 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
i) 200 mm dia Ductile Iron Class K-9 pipes.
2450
8204070
3348.6
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ii) 200 mm dia
5
10404
2080.7
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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
20.2
3258
161.3
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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.
14.25
16777
1177.3
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5.19 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
750
77925
103.9
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
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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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ii) 200 mm dia
5
23919
4783.7
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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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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)
2.5
33265
13305.8
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B. D.I. Flanged Spigotted tail piece
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Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and 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. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
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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.
i) 200 mm dia
445
47170
106
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ii).200 mm dia
4
17974
4493.4
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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
2.5
450
179.9
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v). 200 mm dia. A) PN - 1.6
4
67157
16789.2
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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.
iv) 200 mm dia
20
3780
189
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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)
3
30747
10249.1
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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
75400
619.3
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ii) 200 mm dia PN:-1.6
7
147124
21017.7
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i). 200 mm dia
4
16524
4131
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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:
5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2.5
30185
12073.8
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ii) 125 mm dia
3
39454
13151.2
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C) D.I. all socketted Bend 22.5 degree
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-
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
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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 ) forsluice valve, with C.I. surface box 100 mm top diameter, 160 mmbottom diameter and 180 mm deep ( inside ) with chained lid andRCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brickaggregate 1st class 20 mm nominal size ) necessary excavationfoundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brickaggregate 1st class 40 mm nominal size ) and inside plastering withcement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished
with a floating coat of neat cement complete as per standarddesign, CPWD specification and direction of the Engineer - in -charge.
A). With First class bricks
4
75493
18873.2
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i) 100 mm dia
3
30952
10317.3
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Sub Head : Laying of Rising pipeline
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