Public Works Department Tender
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Costs
EMD
₹ 1,24,244Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of 02 Two Nos Innovative Scheme Inc Construction Of Brick Masonry Well At Sidong Cherra And Pangcherra Under Deo-valley Vc Within The Jurisdiction Dws Sub-division, Kumarghat
Description
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Contact
Tender Id
2024_CEDWS_53704_1Bid Award Id
ViewTender No
DNIeT No_156/EE/DWS/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
iii) Above 6 m depth
268.56
184581
687.3
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 kind of soil
44.47
10300
231.6
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 kind of soil
160.59
25903
161.3
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
9.17
10801
1177.3
Providing and laying in position cement concrete of specified grad excluding the cost of centring, shuttering-
All work up to plinth level:
4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
9.9
104607
10570.6
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:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
7.37
103709
14075.6
5.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
3.4
39781
11693.5
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.19
176525
15780.9
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-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.57
101849
15502.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
5.19.4) Thermo-Mechanically Treated bars of grade Fe-500D or more.
4152.74
431470
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
112.96
37717
333.9
5.8.5.1) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
218.24
108989
499.4
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
30.16
22002
729.5
5.8.6.1) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
54.28
33952
625.5
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
6.10.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
45.26
59369
1311.8
First class brick work in foundation and plinth including cost of all materials as required complete:-
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
61.22
602743
9845.2
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
6.3.3) In Cement mortar 1:4 ( 1 cement : 6 fine sand )
6.08
69420
11410.19
Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
482.08
70480
146.2
Steel work welded in built up section/framed work
including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer using
steel etc. complete as required:-
9.15.2) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
6600
939180
142.3
Providing structural steel work in single section fixed
with or without connecting plate including cutting,
hoisting, fixing in position and applying a priming coat
of approved steel primer all complete as required.
600
64320
107.2
Providing and fixing hard drawn steel wire fabric of size
75 x25 mm mesh or other suitable size wire mesh to be
fixed & firmly anchored to the concrete surface by
means of "L" shaped mild steel shear key welded with
existing reinforcement including the cost of materials,
labour, tool & plants, as required and as per direction of
the Engineer-in-charge.
39.26
39625
1009.3
Providing and placing on terrace (at all floor levels)
polyethylene water storage tank ISI : 12701 marked
with cover and suitable locking arrangement and
making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for
tank.
30000
363000
12.1
Providing corrugated G.S. sheet roofing including
vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
72
86789
1205.4
12 mm cement plaster of mix
12.1.2) Cement mortar 1:4 (1 cement : 4 fine sand)
162.42
36415
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
12.2.2) Cement mortar 1:4 (1 cement : 4 fine sand)
147
38308
260.6
Extra for plastering on circular work not exceeding 6 m in radius complete.
12.10.1) In one coat
162.42
4142
25.5
6 mm cement plaster of mix :
12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
68.58
12735
185.7
Neat cement punning
41.9
2380
56.8
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
12.32.3) Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
79.63
10814
135.8
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the well & providing over the entire surface behind abutment, wing wall, return wall to the full height, completed to firm condition complete as per drawing and MORD technical specification clause 1204.3.8
68.39
303982
4444.9
Boulder apron laid dry without wire crates. Providing and laying boulders apron on bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRT&H Technical specifications clause 2503.
11.88
68358
5754
Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
A. Internal work - Exposed on wall.
v. 40 mm dia. nominal bore
20
12378
618.9
Pumping out water caused by springs, tidal or river
seepage, broken water mains or drains and the like.
80
12752
159.4
Providing fitting fixing 150 mm dia. pulley for lifting of water including necessary welding, clamping etc. as per direction of the Engineer-in-charge.
16
7112
444.5
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 ( 1 cement : 5 river sand : 10 jhama aggregate 40 mm nominal gauge) and cement concrete 1:2:4 ( 1 cement : 2 river sand : 4 jhama aggergate 12.50 mm nominal gauge) in drain including finishing with 12 mm thick cement plaster 1: 3 (1 cement : 3 river sand) with a floating coat of neat cement finish complete as per standared design (Earth work to be paid seperately)
5
1769
353.7
Supplying & fitting fixing of B 13 (size:- width 450 mm x length 1200 mm x height 850 mm) fitted with 4 nos. support of 75 mm x 75 mm (6 mm thick) MS angle for embedding in 1:2:4 cement concrete base (size 300 mm x 300 mm x 600 mm) with proper locking arrangement and coated with anti corrosive paint (both inside and outside) including necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of the Engineer-in-charge.
2
20000
10000
Supplying and fixing of the following ratings switch disconnector fuse unit (main switch) made of sheet steel enclosure with all accessories including drilling holes on the board/MS clamp and necessary connection etc. as required.
i) 32 Amps 240 Volts DP (rewireable)
2
3166
1583
Providing & fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, voltmeter & Amp. Meter) of Havell’s mark in the KIOSK including necessary electric wiring as per direction of the Engineer-in-charge.
a) For 2 HP submersible motor.
2
10328
5164
Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in- charge ( G.I. pipe will be provided by the agency at his own cost & risk).
i. For 50 mm dia G.I. pipe with 10 mm thick GI flange
2
5512
2756.1
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.
i) 2.50 sqmm
200
42260
211.3
Providing & lowering of submersible pump of 45.0 Mir. head with suitable single phase submersible motor including dditional 32.00 mtr. submersible 3 core copper fiat cable (2.5 mm size) complete all respect os per direction of the Engineer-in-Charge. b) For 1000 GPH copacity submersible pump wiih 2 HP submersible motor.
2
47118
23559
Trial run & commissioning of the scheme in all respect as per direction of the Engineer-in-Charge.
2
2000
1000
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia
12
10624
885.3
ii) 50 mm dia
12
13288
1107.3
Providing and fixing gun metal non-return valve of
approved quality (screwed end):
19.19.2) 32 mm nominal bore
i) Horizontal
6
4849
808.1
ii) Vertical
6
5612
935.3
19.19.3) 40 mm nominal bore
i) Horizontal
6
5870
978.3
ii) Vertical
6
7654
1275.7
19.19.4 50 mm nominal bore
i) Horizontal
6
8578
1429.6
ii) Vertical
6
9697
1616.1
Constructing masonry Chamber 30x30x50 cm, inside , in brick work in cement mortar 1:4 (1 cement :4 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
19.32.1 With Second Class bricks
6
15219
2536.5
Providing and fixing G.I. pipes medim 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 CPWD specification and direction of the Engineer - in - charge.
A. External work.
i) 15 mm dia. nominal bore
90
22860
254
ii) 25 mm dia. nominal bore
120
47940
399.5
iii) 32 mm dia. nominal bore
120
57336
477.8
iv) 40 mm dia. nominal bore
1200
658920
549.1
v) 50 mm dia. nominal bore
120
78468
653.9
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.
i. 50 mm dia
20
5688
284.4
Cutting of bituminous road (30cm. average depth) taking good he same i/c. supply of extra quantities of average blinding materials and bitumen required A. Brick (jhama) aggregate
50
9043
180.85
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
A. For UPVC pipes in new work
a. In all kinds of soil
i. For pipes not exceeding 90 mm dia
2100
183960
87.6
Providing and laying of 40mm dia Rigid PVC pipes of minimum wall thickness 1.8 mm and working pressure 6 kg/cm2 complete with necessary solvent joints & fittings.
600
52896
88.16
Providing and laying of 50 mm dia Rigid PVC pipesof minimum wall thickness 2.1 mm and working pressure 6 kg/cm2 complete with necessary solvent joints & fittings.
300
37113
123.71
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia with 15 mm dia opening
20
5746
287.3
ii) 50 mm dia with 15 mm dia opening
20
6096
304.8
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.
i) 10 mm nominal bore
40
14336
358.4
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
10
1048
104.8
ii. 25 mm dia
10
1587
158.7
iii. 32 mm dia
10
2345
234.5
iv. 40 mm dia
10
3434
343.4
v. 50 mm dia
10
4949
494.9
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i. 25 x 25 x 25 mm dia
4
852
212.9
ii. 32 x 32 x 32 mm dia
4
1009
252.3
iii. 40 x 40 x 40 mm dia
4
1157
289.3
iv. 50 x 50 x 50 mm dia
4
1614
403.4
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i. 40 x 40 x 25 mm dia
4
1023
255.8
ii. 50 x 50 x 25 mm dia
4
1375
343.7
iii. 50 x 50 x 40 mm dia
4
1380
345.1
iv. 40 x 40 x 15 mm dia
4
1012
252.9
v. 50 x 50 x 15 mm dia
4
1363
340.8
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. 50 x 40 mm dia
12
2778
231.5
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia
10
786
78.6
ii. 25 mm dia
10
902
90.2
iii. 32 mm dia
10
1234
123.4
ii. 40 mm dia
10
1336
133.6
iii. 50 mm dia
10
1685
168.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia
30
3930
131
ii. 25 mm dia
10
2170
217
iii. 32 mm dia
10
3871
387.1
iv. 40 mm dia
10
3871
387.1
v. 50 mm dia
10
4905
490.5
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
1200
68760
57.3
ii. 25 mm dia
200
14940
74.7
iii. 32 mm dia
200
16660
83.3
Providing and fitting fixing of PCC hydrant post casted inside 110 mm dia UPVC casing Pipe of 1000 mm long in/c providing & embedding 15 mm dia CPVC pipe 1200 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 150 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock with GI socket and RCC platform (900 X 900 mmx 100 mm with curb of size 50 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 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 7 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ), finished with a floating coat of neat cement ) painting , logo mark ,etc.complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
40
134800
3370
Fitting & Fixing of MS hoarding display board of size(8X6) sq.ft with 2 mm ACP sheet fited with MS Flat (50X8) mm thickness on the with periphery of the ACP sheet in both side and framed 40 mm dia MS Pipe (Medium) vertical iength 4.8 meter each screwing and weiding with MS 2 (two) nos and fixed with flat of size (50x8 mm thick and 6 cm length each) for vertical four Nos 1X2X2 & Horizontal 6(six) nos (1X3X2) with necessary painting and printed Vinyl sheet pasting in single/both showing message embedding with cement concrete footing 2(two) nos of size (0.6m X 0.6m X 1m) of mixing 1:2:4 (1cement: 2 fine sand : 4 brick graded well burnt aggregate 20mn nominal size) inciuding necessary excavation as per direction of the Engineer-in-charge.
2
63136
31568
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