Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Water Storage And Supply
Eprocure
Opening Date17 Jan 2024
Closing Date25 Jan 2024
Tender Amount₹ 14,77,421
Costs
EMD
₹ 29,548Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEWR_46015_1Bid Award Id
ViewTender No
69/EE/WRD-IV/BLN/DNIeT/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Dismentaling of old pump/motor from base & stacking of materials & return the same to Sub-Divisional store as per direction of the Engineer-in-Charge.
1
2259
2259.78
Dismentaling old plaster or pointing raking out joints cleaning and preparing the surface for replastering or re pointing including disposal of rubbish to the dumping ground with all leads and lifts etc. complete as per direction of the Engineer- in - charge.
40
1204
30.1
Dismantling GS sheet roofing including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge.
381.5
35403
92.8
Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:-
In cement mortar.
1.07
1225
1145.4
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.
A) All kinds of soil I. By Manual Means
9
1619
179.9
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.
7.53
8865
1177.3
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.
A) All kinds of soil
6
967
161.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering
All work upto plinth level (i) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size)
4.69
50372
10742.6
First class brick work in foundation and plinth including cost of all materials as required complete:-
In Cement mortar 1:4 ( 1 cement : 4 fine sand )
2
19729
9845.2
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete I.In Cement mortar 1:4 (1 cement : 4 fine sand)
34.54
52967
1533.5
Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
12.6
11268
894.3
Centering shuttering including struttings, propping etc. and removal of form work for:
(i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
19.51
6514
333.9
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete.
(i) 40 mm thick with 20 mm well burnt brick aggregate.
25.04
15382
614.3
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-
(i) Using flats 30x6mm for diagonal braces and central cross piece.
10.44
35379
3388.8
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
i) Fixed to steel windows by welding
108
13208
122.3
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.
(I) 0.63mm thick with zinc coating not less than 275gm/m2
160
192864
1205.4
Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers including a coat of approved steel primer and two coats of approved paint complete.
12
8769
730.8
Charges for fixing corrugated G.S sheet rofing fixed with polymer costed J or L hooks 8 mm diameter, bolts and nuts 6 mm dia mtr. With bitumen and G.I limpet washers or with G.I limpet washers filled with lead and in/c a cost of approved steel primer and two coats of approved epoxy paint on overlapping of sheets complete ( upto a pitch of 60 degrees ) over a built structure in/c all types of necessary saffoldings etc. but excluding the cost of the C.G.S sheets. purlings, fafters and trusses etc. as per direction of the Eng-in-Charge.
0.63 mm thick with zinc coating not less than 275 gm/m2.
161.5
8478
52.5
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
-
-
-
a) Of area 3 sqm and below.
8
1693
211.7
b)of area beyond 3 sqm
2
587
293.7
15 mm cement plaster on the rough side of single or half brick wall of mix
i) Cement mortar 1:4 ( 1 cement : 4 fine sand )
76.06
19821
260.6
Neat cement punning.
76.25
4331
56.8
12mm cement plaster of mix
i) Cement mortar 1:4 ( 1 cement : 4 fine sand )
2.4
538
224.2
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre
371.5
17720
47.7
Providing & fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post ( Size50X50X6mm 2.80 Mtr. long) nuts& bolts etc. for errection of the sameby 1 : 1.5 : 3 cement concreate casting (1feetX1feetX2feet) below the ground level and painting two or more coats of synthetic enamel
paint on primer as per direction of Engineer-in-Charge.
1
4865
4865.01
Providing electification of pump house in/c. operator rest room with suitable PVC coated wire providing 5 Nos point with bulb and one plug point in/c. one on 19 Amps main switch etc. complete as per direction of the Engg-charge.
1
1800
1800
Providing & fitting fixing PVC suction hose pipe overall thickness 5mm of best quality at site of work (Pankaj made) of approved quality.
150 mm dia
15
19316
1287.76
Complete earthing of dia 60cm for all pump sets & pannel board with 8/10 SWG G.I. wire and 40mm dia G.I. pipes of length 2.50m welded with a pannel at top & providing holes 10 c center to center covering length 1.05m bottom along with charcoal ( 14 crt) and salt (170kg) to be placed from bottom in an alternate layer ( 10cm for salt and 30m charcoal) as per direction of the Engg-in-charge.
1
13215
13215.8
Providing and laying G.I. pipes complete with G.I. fitting in/c. trenching and re-filling etc. ( external work.
a) 40mm dia
18
7207
400.4
Providing and fixing 40mm dia following fitting as per direction of the Engg-in-charge.
-
-
-
a) Fullay valve
3
3195
1065.19
b) Union joints (G.I.)
4
220
55
c) Elbow (G.I.)
5
125
25
d) bend
4
189
47.4
e) Tee (G.I.)
1
61
61.3
Providing of wooden/Plastic chair without arm of standrad size as per direction of the engg-in-charge.
1
275
275
Supplying of wooden table of size 1.25 x 0.90 x 1.00m thickness of lott cover is 25mm with 4 legs of size 50 x 50mm made of karai wood and both side drawer with locking arrangement in/c. necessary vernishing etc.
1
750
750
Supplying & fitting fixing of GI . bend of approved quality.
-
-
-
i. 125 mm dia
4
11533
2883.26
iii. 150 mm dia
4
13539
3384.98
Installation of pumpset including carriage of materials from M.I storeof Resource Division to site of work including trial run for 10hrs. In two spell.
2
25589
12794.95
Labour charge for laying of G.I pipe conforming IS 1161,3589 & 1239 including fitting fixing complete as per direction of Engineer-in-Charge
-
-
-
a) 150mm dia.
12
600
50.01
b) 125mm dia.
12
583
48.65
Providing & fitting fixing M.S flange (10mm thick) at site of work o approved quality.
-
-
-
a) 150mm dia.
16
8744
546.55
b) 125mm dia.
16
7010
438.17
Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality.
-
-
-
a) 150mm dia.
8
909
113.72
b) 125mm dia.
8
727
90.98
Providing & fitting fixing C.I tail piece of approved quality at site of work..
For 150 mm dia pipe
4
5713
1428.25
Providing & fitting fixing MS hose clamp with nuts & bolts etc. complete at site of work of approved quality.
a) 150mm dia
8
2247
280.97
Providing and fixing Non-return valve approved quality as per direction of the Engg-in-charge.
a) 125 mm dia
2
9936
4968
Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality.
a) 150mm dia
2
8977
4488.78
Providing and fixing MS bolts including nuts and
washers complete as per standard design:-
121.86
13039
107
providing and laying GI Pipe as per IS specification 1161,1389 and 1839 complete with necessary fittings as per CPWD specification and direction of the Engineer in Charge
-
-
-
a) 150mm dia.
60
145347
2422.46
b) 125mm dia.
24
50102
2087.6
Providing & fitting fixing Steel sheet enclosedswitchFuseunit (Suitable for DIN fuse) triple pole withNeutralLink(TPN)415/500Volt, complete as per direction of Engineer-in-Charge.
-
-
-
a) Current range 63 Amps
2
9081
4540.96
b) Current range 100 Amps
1
4936
4936.99
c) Current range 200 Amps
1
13605
13605.49
Providing & fitting fixing of Fully Automatic Star Delta type Motor startar ( 3ph, 50 Hz, 415V 25HP/18.7 kw Relay range within 17-25) insteel sheet enclosure with Conductor , Timer etc. complete suitable for motor pump Havells/L&T/BCH make as per direction of Engineer-in-Charge.
2
27344
13672.38
Supplying and fitting fixing AC Voltmeter (Moving Iron) on the panelboard of approved quality.
3
3467
1155.98
Supplying and fitting fixing AC Ammeter (Moving Iron) on the panelboard of approved quality.
6
4053
675.66
Providing & fixing 200 Amps busbar of size 600X 450X100 mm with 4 nos.copper strip of size 450X40X4 mm of approved quality.
1
4494
4494.13
Supplying & fitting fixing of 7/16 Copper Wire with all electricalequipments including trial run etc. complete (ISI Marked) on thepannel board of approved quality.
20
5284
264.24
Supplying & fitting fixing of 200 Amps kit cut for main & sub-mainswich (Male & female)
2
3382
1691.29
Providing & fitting fixing of foot valve washer 200 mm dia of best quality as per direction of Engineer-in charge.
2
1740
870.34
Providing & fitting fixing sleeve bush (brass) for HPLI pump of best quality as per direction of Engineer-in-charge
4
10009
2502.36
Providing and fitting fixing of sign board9size 1.00x0.75 mtr.) at water supply scheme in/c cost of 1 mm thick plain aluminium and necessary fitting fixing.
1
907
907.39
Providing and fitting fixing of Moulded case circuit breaker(MCCB) of different thermal release range, 415+V, 50 HZ(L &T, BCH,ABB make) as per direction of the Engineer-In - Charge. i. 50-63 amps
1
4298
4298.4
Hiring charge of welding set of single phase with operating staff and carrying upto the site of work including loading and unloading (both way) complete as per direction of Engineer-incharge.
2
6301
3150.84
providing and fixing MS bolts including nuts and washers complete as per standard design: a) upto 300 mm length
7
976
139.5
providing wood work in frames of doors , windows, clerestory windows and other frames, wrought framed and fixed in position:8.1.2 karai wood
1.07
113835
106388.3
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass( weight not less than 10 ks/ sqm) panes including black enamelled ISI marked MS butt ninges with necessary screws.
5.58
16261
2914.3
Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with sheet primer(tailpiece if required will be paid separately) including properalignment with pipe line & earth cutting ,backfilling complete as per direction of Engineer-in-charge.
1
17803
17803.4
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
60
3030
50.5
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
320
20256
63.3
Providing and laying different dia UPVC pipes of working pressure 2.50 kg sq-cm complete with necessary couplers cement solvent as per direction of the Eng -in- charge.
a) Working pressure 2.50 kg Cm2
-
-
-
i)90 mm dia
60
4440
74
ii)110 mm dia
60
6600
110
iii)140 mm dia
60
10380
173
iv)160 mm dia
110
25080
228
v)200 mm dia
60
29697
494.95
vi) 250 mm dia
18
21916
1217.56
vii) 315 mm dia
12
23075
1922.94
Providing, and fixing Rigid UPVC Bend for UPVC pipe as per I.S. specification complete with cement solvent joints. A. working pressure 2.50 Kg / 4.00 Kg/Cm² )
-
-
-
i. 90 mm dia
4
2503
625.81
ii. 110 mm dia
4
2705
676.47
iii. 140 mm dia
4
3203
800.89
iv. 160 mm dia
2
1762
881.17
v. 200 mm dia
1
1419
1419.58
vi. 250 mm dia
1
2536
2536.43
Providing and fitting fixing rigid upvc reducing socket9one size lower at one end, both end socketted) suitable for pipes of working pressure 2.5/4.0 kg/ sq.cm as per cpwd specification and direction of engineer -in -charge.
-
-
-
i. 315x200 mm dia
1
1381
1381.69
ii. 250x200 mm dia
2
1910
955.02
iii. 200x160 mm dia
3
2082
694.13
iv. 160x140 mm dia
3
1727
575.72
v. 140x110 mm dia
3
1522
507.62
vi. 110x90 mm dia
4
1790
447.54
Providing, and fixing Rigid UPVC un Equal Tee ( all end socketted ) suitable for pipes as per I.S. specification complete with cement solvent joints. A. working pressure 2.50 Kg / 4.00 Kg/Cm² )
-
-
-
i. 315x315x250 mm dia
1
2811
2811.82
ii. 250x250x200 mm dia
1
1901
1901.69
iii. 200x200x2160mm dia
4
5041
1260.33
iv. 160x160x140 mm dia
3
3077
1025.75
v.140x140x110 mm dia
4
3725
931.47
vi.110x110x90 mm dia
3
2492
830.85
Providing, and fixing Rigid UPVC Equal Tee ( all end socketted ) suitable for pipes as per I.S. specification complete with cement solvent joints. A. working pressure 2.50 Kg / 4.00 Kg/Cm² )
-
-
-
i. 315x315x315 mm dia
1
2507
2507.64
ii. 250x250x250 mm dia
1
1877
1877.87
iii. 200x200x200mm dia
4
4910
1227.63
iv. 160x160x160 mm dia
3
3235
1078.45
v.140x140x140 mm dia
4
3723
930.94
vi.110x110x110 mm dia
3
2550
850.15
Providing, and fixing C.I sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces it required will be paid seperately) as pewr chapter 20 of CPWd specification and direction of the Engg-In-Charge
-
-
-
i. 125 mm dia
3
16278
5426.3
iii. 150 mm dia
2
14790
7395.1
Charges for fixing C.I Sluice valve with cap complete with bolts, nuts, rubber insertions etc. ( the tailpieces if required will bw paid separately) as per CPWD specification and direction of the Engineer- in - charge.
-
-
-
i. 125 mm dia
3
3597
1199.2
iii. 150 mm dia
2
2966
1483.4
Providing and fitting fixing C.I tail piece of approved quality of approved at site of work.
-
-
-
i. 125 mm dia
3
3381
1127.21
iii. 150 mm dia
2
2856
1428.25
Providing and fitting fixing of G.I hydrant suitable for pvc pipes as per standard specification complete as per direction of Engineer- in - charge( rate excluding the cost of NTP control valve)
11
23988
2180.77
Providing and fitting fixing of CI(cast iron) NTP control valve (40 mm) suitable for fitting fixing with GI hydrant point as per CPWD specification and direction of Engineer- in - charge.
12
10516
876.35
Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with sheet primer(tailpiece if required will be paid separately) including properalignment with pipe line & earth cutting ,backfilling complete as per direction of Engineer-in-charge.
1
17803
17803.4
Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing of necessary coupler etc. complete and refilling the trench with available excavated earth as per direction of the Engineer-incharge. (Payment of couplers, tees, reducers etc will be made separately)
-
-
-
i) 315 mm dia to 200 mm dia
19
33818
1779.9
ii) 160 mm dia to 90 mm dia
31
22658
730.93
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