Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 Jan 2024
Closing Date22 Jan 2024
Tender Amount₹ 51,97,482
Costs
EMD
₹ 1,03,950Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Jjm Scheme In North Tripura District During The Year 2021-22/ Construction Of Innovative Water Supply Scheme At Sarala Based On Existing Cherra (bamnia Cherra) Under Kadamtala Rd Block
Description
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Contact
Tender Id
2024_CEDWS_45495_1Bid Award Id
ViewTender No
139/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
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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
224
23744
106
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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. v). 200 mm dia. A) PN - 1.6
2
33578
16789.2
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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.
ii) 200 mm dia NB
4
84071
21017.7
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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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i) 100 mm dia
2
20635
10317.3
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ii) 125 mm dia
2
26302
13151.2
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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
10
2469
246.9
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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
2.28
506602
222193.8
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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A) D.I. all socketted Bend 90 degree
ii) 200 mm dia
2
11843
5921.5
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B) D.I. all socketted Bend 45 degree
ii) 200 mm dia
3
16604
5534.5
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C) D.I. all socketted Bend 22.5 degree
ii) 200 mm dia
3
14351
4783.7
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A. D.I. Flanged Socketted tail piece i). 200 mm dia
2
8262
4131
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B. D.I. Flanged Spigotted tail piece ii).200 mm dia
2
8987
4493.4
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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
60.88
37700
619.3
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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
2
37746
18873.2
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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.
7.13
8388
1177.3
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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
1.25
225
179.9
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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
10.13
2345
231.6
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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
10.1
1629
161.3
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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)
1.5
15374
10249.1
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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
375
38963
103.9
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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)
1.25
15092
12073.8
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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)
1.25
16632
13305.8
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