Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Jan 2023
Closing Date1 Feb 2023
Tender Amount₹ 1,28,42,902
Costs
EMD
₹ 2,56,858Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Ws Scheme In North Tripura District Of Jjm 2022-23/ Const. Of 75000 Gallon/day Capacity Innovative Ws Scheme At Shskyaadham Habitation Of Joymonipara Adc Village Of Laljuri Rd Block Based On Deo River At Depacherra Of Unakoti District
Description
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Contact
Tender Id
2023_CEDWS_36768_1Bid Award Id
ViewTender No
43/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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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.
25.92
23004
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
All work upto plinth level:
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
25.92
246559
9512.3
... More
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:
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
51.84
557700
10758.1
... 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-
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
22.5
260449
11575.5
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
172.8
46466
268.9
... More
ii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
360
166428
462.3
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
9000
703800
78.2
... More
12 mm cement plaster of mix :
In cement mortar 1 : 4 ( 1 cement : 4 fine sand)
360
62928
174.8
... More
White washing with lime to give an even shade on old work as required complete as per direction of the Engineer in charge. i) Two or more coat
360
7668
21.3
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Providing and fixing CI sluice valve Class 1 with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge
-
-
-
... More
i) 150 mm dia. A) PN : 1.6
2
13935
6967.3
... More
i) 100 mm dia. A) PN : 1.6
4
18239
4559.7
... More
Providing and fixing G.I pipe medium 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 works
-
-
-
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i) 150 mm dia nominal bore
6000
9202800
1533.8
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ii) 125 mm dia nominal bore
100
130770
1307.7
... More
ii) 100 mm dia nominal bore
100
116230
1162.3
... More
iii) 65 mm dia nominal bore
100
65550
655.5
... More
iv) 50 mm dia nominal bore
100
51580
515.8
... More
v) 40 mm dia nominal bore
100
43250
432.5
... More
vi) 15 mm dia nominal bore
100
19750
197.5
... More
Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i)150 mm nominal bore
1
8931
8930.5
... More
ii)100 mm nominal bore
2
11960
5980
... More
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
-
-
-
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i) 150 mm dia.
4
47795
11948.8
... More
ii) 100 mm dia.
1
9054
9054
... More
Charges for making hole by drilling and making thread by thread bit in the C.I/D.I pipe as per specification and direction of the engineer-in-charge.
i) 10 mm nominal bore
48
9374
195.3
... More
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm nominal bore
48
4210
87.7
... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
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i) 15 mm Nominal bore
48
4728
98.5
... More
ii) 65 mm Nominal bore
6
3846
641
... More
iii) 40 mm Nominal bore
6
1807
301.2
... More
iv) 50 mm Nominal bore
6
2300
383.4
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in – charge.
-
-
-
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i) 65 mm dia
6
2917
486.2
... More
ii) 40 mm dia
6
2249
374.8
... More
iii) 50 mm dia
6
2506
417.7
... More
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
i) 15 mm nominal bore
48
15677
326.6
... More
Providing & fitting fixing of G.I. flange ( 10 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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i) 150 mm dia
320
176032
550.1
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ii) 125 mm dia
80
37344
466.8
... More
iii) 100 mm dia
40
15836
395.9
... More
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 (slope-1 in 200)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
For G.I. / C.I. / D.I. pipes in new work
In all kinds of soil
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
6600
658680
99.8
... More
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 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 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 1st class bricks
1
14488
14488
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