Public Works Department Tender
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Costs
EMD
₹ 87,076Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Jjm Scheme At Maniya Para/sh Construction Of 10,000 Gallon Capacity Semi Ground Water Reservoir, Extension Of Dedicated Pvc Pipeline, And Extension Of Fhtc Etc. From Dtw At Ailmara Bazar Under Barabil Vc Within Silachari Rd Block Under Dws Sub-divisi
Description
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Contact
Tender Id
2024_CEDWS_54620_1Tender No
54/DNIeT/EE/DWS/AMP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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.
6.72
1177
7911
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 well burnt brick aggregate of 40 mm nominal size)
8.65
9295
80408
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: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
12.75
14075
179464
ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
4.39
11693
51334
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- A) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded well burnt brick aggregate 20 mm nominal size)
10.95
15502
169750
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- (i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded well burnt brick aggregate 20 mm nominal size)
13.63
15780
215094
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
21.38
333
7139
ii) Suspended floors, roofs, landings, balconies and access platform with timber planks
52.22
577
30136
iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
63.04
391
24649
iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
34.37
570
19591
v) Walls (any thickness) including attached pilasters,
buttresses, plinth and string courses etc. using shuttering ply
89.87
496
44585
vi) Stair ( excluding landings) except spiral staircase with wooden plank.
3.66
590
2160
vii) Weather shade, chajjas, corbels etc. including edges.
2.04
531
1084
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. i) Thermo-Mechanically Treated bars/Cold twisted deformed steel bars
5010
103
520539
First class brick work in foundation & plinth in/c cost of all materials as required complete: i) In cement mortar 1:4 (1 cement : 4 R/Sand).
0.13
9845
1250
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 R/Sand).
47.97
1533
73562
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
0.83
519
429
Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
(i) D.P.C. 40 mm thick
3.6
489
1763
Providing & fixing M.S. round holding down bolts with nuts and washer plates complete as per standard design.
4.8
103
499
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
11.81
894
10562
Providing and fixing soft wood (Chamal) eave board 25mm thick and 225mm wide including painting two coats completed as direction of the Engineer-in-Charge.
19.2
98
1889
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. i) Hot finished welded type tubes:
134.32
146
19638
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, in/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
437.89
109
47993
Providing & fixing M.S. grill of required pattern in ftames of windows etc. with M.S flats, square or round bars etc. all complete.
i) Fixed to steel windows by welding.
44
161
7106
Providing and Placing of G.I. pipe over the pump house on top portion of the RCC column as per specification and direction of the Engg-in-charge. i) 150 mm dia.
6
1777
10666
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.... A) 0.63 mm thick with zinc coating not less than 275gm/m2.
25.44
1205
30665
Providing ridges or hips of width 60 cm over all in plain G.S. fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. i) 0.63 mm thick with zinc coating not less than 275 gm /m2
4.8
730
3508
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.
4.86
4486
21804
Finishing with Epoxy paint ( two or more coats) of approved brand and manufacture at all locations prepared and applied as per manufacturer's specification including appropriate priming coat, preparation of surface etc. complete. i) On steel work
33.68
164
5554
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
51.55
94
4892
Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
-New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
51.95
269
13995
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: -Two or more coats on new work
49.92
106
5336
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1cement : 4 fine sand), jointing with grey cement slurry @3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. a) Soluble salt stainfree vitrified tiles (i) Size of tile 60x60 cm
54.58
1079
58925
6 mm cement plaster of mix (i) Cement mortar 1:3 (1 cement: 3 fine sand)
244.23
185
45354
12 mm cement plaster of mix (i) Cement mortar 1:4(1 cement:4 fine sand)
103.1
224
23115
Neat cement punning
120.78
56
6860
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
14
70
991
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
308
77
23932
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.
2000
12
24200
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 ) In all kind of soil
A) For UPVC pipes in new work
i) For Pipes not exceeding 90 mm dia
4050
87
354780
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia.
1000
106
106400
B) For GI/CI/DI pipes in new work
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia.
110
133
14718
Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers of same class conforming to IS: 10124(Pt-II) with solvent cement conforming to IS: 14182 including testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class-3(working pressure 6.0kg/cm2
i) 40 mm dia
500
89
44900
ii) 50mm dia OD
500
112
56400
iii) 90 mm OD
1500
271
407100
iv) 110 mm OD
500
372
186050
v) 140 mm OD
500
612
306400
Providing & laying S & S Centrifugally Cast (Spun) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
i) 150 mm dia Ductile iron class K-7 pipes
110
2602
286220
Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer - in - charge. (i) Upto 300 mm dia
0.15
150451
22568
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 CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia A. PN-1.6
2
4319
8639
ii) 150 mm dia. A. PN- 1.6
2
8238
16477
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.
i)100 mm nominal bore
1
7504
7505
Charges for push-on (Tyton) joints to centrifugally (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) 150 mm dia
6
144
867
Providing and laying of flexible PVC pipe(cinfirming to IS 7634) complete as per specification and direction of the Engineer-in Charge (Cost of earth work and fittings will be paid separately.
a) 15 mm dia
1050
57
60165
b) 25 mm dia
500
74
37350
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) 90 mm dia
10
148
1487
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS :b 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
i) 90 x 90 mm dia
10
352
3522
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 X 90 mm dia
10
321
3211
ii) 140 X 110 mm dia
10
426
4268
Providing and fixing U.P.V.C. service saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i)90 mm dia with 15 mm dia opening
10
447
4477
ii) 110 mm dia with 15 mm dia opening
10
528
5282
iii) 140 mm dia with 15 mm dia opening
10
589
5897
Charges for cutting D.I. pipe with mechanical cutter as per CPWD specification and direction of the Engineer- in - charge. i) 150 mm dia
10
342
3423
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) 15 mm nominal bore
50
382
19135
Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS: 10124(part 6) with GI flange (8 mm thick) with solvent cement conforming to IS - 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) 90 mm dia
10
421
4213
ii) 110 mm dia
10
552
5526
iii) 140 mm dia
10
735
7351
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 (part 8/9/10/11/12/13) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) 90 mm dia
8
298
2390
ii) 110 mm dia
8
356
2851
iii) 140 mm dia
8
466
3734
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 brick aggregate 1st class 20 mm nominal size) necessary excavation foundation concrete 1 : 5 : 10 (1 cement : 5 fine sand : 10 brick aggregate 1st class 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 first class Brick
4
14488
57952
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.
a) 15 mm dia
70
104
7336
b) 25 mm dia
5
158
794
c) 40 mm dia
5
343
1717
d) 50 mm dia
5
494
2475
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge.
a) 15 mm dia
70
78
5502
b) 25 mm dia
10
90
902
c) 40 mm dia
8
133
1069
d) 50 mm dia
8
168
1348
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge.
a) 15 mm dia
70
131
9170
b) 25 mm dia
10
217
2170
c) 40 mm dia
8
387
3097
d) 50 mm dia
8
490
3924
Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
i) 15 x 15 x 15 mm dia.
10
123
1230
ii) 25 x 25 x 25 mm dia.
10
212
2129
iii) 40 x 40 x 40 mm dia.
10
289
2893
Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
i) 25 x 25 x 15 mm dia.
10
178
1780
ii) 40 x 40 x 15 mm dia.
10
252
2529
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) 25 x 15 mm dia.
10
124
1244
ii) 40 x 15 mm dia.
10
169
1692
iii) 40 x 25 mm dia.
10
172
1721
iv) 50 x 40 mm dia.
10
231
2315
v) 150 x 100 mm dia.
10
828
8281
Providing and fixing G.I. Full way valve as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia
2
470
941
ii) 50 mm dia
2
524
1048
Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia 150mm long
70
68
4802
Providing and fixing C.I bib cock (long handle) as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia.
70
110
7728
providing and fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement conc. 1:5:10 (1 cement :5 fine sand :10 graded brick aggregate 1st class 40 mm nominal size) inside the post, 300 mm shall be keep bellow ground level in/c providing in embedding 15 mm dia union 1no, 150 mm long nipple 2 nos ci along handle bib cock 1 no in painting the pipe with water coating proffing paint and necessary items with earth work in/c refilling complete as per cpwd specification and direction of the engineer in charge.
10
1355
13559
providing and fixing RCC platform of size 900x900x75mm with curve of size 50 x50mm keeping and opening of 100mm long in a suitable place for draining out of water (made with cement concrete 1:2:4 ( 1 cement :2 sand :4 brick agg first class 20mm nominal size) & steel reinforcement (TMT bars ) 6nos, 8 mm dia in both direction in/c plastering the exposed surface with 12 mm thick mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of the engineer in charge.
10
2014
20144
Providing and fitting fixing PVC/plastic bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer-in-charge.
a) 15 mm dia PVC/plastic bib cock
10
119
1194
Providing and fitting fixing of 5000 GPH, & 10 HP , 76 mtr. head manimum 3 star rating water lubricated submerssible pump motor set of maximum 100mm outet dia with maximum 7 (Seven ) stages coupled with required water and non-overloading submersible pump & motor suitable for 340-440 volts, 3-ph. 50Hz, A.C. supply and star delta method of starting, along with 35 mtrs 1x 2 x 3 x 4.0 sqmm jointless PVC 3 core double length flat cable (continuous length ) of suitable size fitted with submersible motor, suction case, stainer, coupling key, vertical non-return valve cum discharge case in/c supplying of 10 nos. suitable cable guard with clips and nuts & bolts, 2 (Two) pair MS column clamps in/c. installation of submersible pump & motor upto the depth of 100 ft. by GI pipe (conforming to IS:1239 medium class) as per direction of the Engineer-in-charge conforming to terms & conditions of the contract ( each pump with motor shall consist of stailess steel closed type impeller, C.I. bowl, C.I. discharge case, pump shaft ( stainless stell), bush ( Bronze) shaft sleeve (Bronze/chromium ) sand guard widening, rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes ( G.I. Flange, GI column pipe will be issued by the Department at free of cost).
1
75552
75553
Providing & fabrication of column pipe including fitting fixing of G.I. flnage by cutting the G.I. 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 65 mm dia G.I. pipe with 10 mm thick GI flange
8
3323
26590
II ) For 80 mm dia G.I. pipe with 10 mm thick GI flange
6
4045
24271
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel board for fitting fixing of electrical items, in/c 2 Nos. MS angle post (size 2 inch x 2 inch x 9 feet), nuts & bolts etc. for direction of the same by 1 : 1.5 : 3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.
1
9372
9372
Providing and fitting fixing with PVC insulated single core multistrand copper cable conforming to IS: 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 16 sqmm
15
394
5922
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), current range 100 Amps, 415/500 Volt, L & T/Havell's/BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 100Amps
1
10274
10275
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter (3 ph. 50 Hz, 415V in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
i)35HP/26KW Relay Range within 20-32 +10%
1
27556
27556
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range, 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i) 32-40 Amps
1
5287
5287
Providing and fitting fixing single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T/BCH/HAVELS/Siemens etc. make complete as per specification and directiono of the Engineer-in-charge.
1
2043
2043
Providing and fitting fixing heavy duty box type(Resin Filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. (i) 5-15 KVAr 440 V
1
749
749
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. (i) by manual means
30
619
18579
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. i) 100 mm dia
8
495
3962
ii) 150 mm dia
8
688
5510
Charges for making G.I. tail piece with MS flange ( 8 mm wall thickness) at one end & threading at other end in/c. cutting, threading, welding & fitting, fixing as per specification and the direction of the Engineer-in charge. (G.I. pipes will be supplied from the department free of cost). i) 150 mm dia
8
904
7238
ii) 80 mm dia
8
610
4886
Providing and fitting fixing GI pipes medium class as per IS: 1239 with latest amendment complete with GI 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
50
254
12700
ii) 25 mm dia nominal bore
12
399
4794
iii) 40 mm dia nominal bore
18
549
9884
iv) 50 mm dia nominal bore
18
653
11770
v) 150 mm dia nominal bore
24
1931
46356
Providing internal electrification of the pump house with 2 (two) light points (inside and outside) one celling fan point with individual switch controlled by one standard with proper earthing and complete wiring with 1.5 mtr. single core aluminum wire in/c. the cost of wooden board, batten switch holders etc. complete.
1
841
841
Providing and fixing of housing clamp ( made with 12 mm thick MS sheet) by welding with blind pipe including applying of anti-corrusive bituminastic paint as per specification ( IS: 2800 (part-I) and direction of the Eingineer-in-charge. (i) 300 mm dia.
1
3855
3856
Chages for making GI reducer in/c. cutting, welding, threading at both end, fitting, fixing at site etc. as per specification and the direction of the Engineer-in-charge.(GI pipes will be supplied from the department free of cost) (i) 100 x 80 mm dia
1
954
954
ii) 150 x 100 mm dia
1
1085
1086
Labour for making 100/80 mm dia GI bend in/c. supplying and fitting fixing of required nos. of GI flange at both end of the bend in/c. necessary welding, cutting etc. and fitting fixing in position complete as per direction of the Engineer – in – charge. (GI pipe will be issued at free of cost
1
460
460
Providing & fitting fixing of sign board( size 1.00x0.75m) at water supply scheme in/c cost of 1mm thick plain aluminium of GI sheet with necessary MS angle(40x40x5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting, writing, nails, spikes etc and carrying to ther worksite complete as per direction of the Er-in-charge.
1
803
803
Supplying of ISI marked/Taparia make tools for water supply scheme.i) Sly Wrenche (12")
2
174
348
ii) Screw Driver
2
62
124
iii) Pliers
2
132
264
iv) Pipe Wrench ( 18'' )
2
664
1329
Supplying of armed plastic chair( Supreme/Nilkamal make)for different W/S scheme.
2
249
498
Supplying of plastic table(supreme make) for water supply scheme at the work site as per specification and direction of the Engineer-in-charge.
2
1320
2640
Supplying of plastic table(supreme make) for water supply scheme at the work site as per specification and direction of the Engineer-in-charge.
2
1320
2640
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