Public Works Department Tender
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Costs
EMD
₹ 3,16,292Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_20139_1Bid Award Id
ViewTender No
64/CE/PWD(DWS)/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
(a) All kinds of soil -
223.63
-
120.3
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.
61.22
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:
-
-
-
i). 1:2:4 ( 1 Cement:2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
4.22
-
8797.9
ii). 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
20.91
-
8075.6
iii). 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 20 mm nominal size)
34.74
-
7844.8
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i).Foundations, footings, bases for columns
100
-
238.6
ii).Columns, piers, abutments, pillars, posts and struts
65
-
391
Providing and laying in position specified grade of Reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement a) All work upto plinth level
-
-
-
i). 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
18.88
-
9607.7
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-
-
-
-
i). 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
10.8
-
9039.5
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-
-
-
-
i).1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
11.05
-
10737.8
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
a). Foundations, footings, bases for columns etc. for mass concrete with timber plank
800
-
268.9
b).Suspended floors, roofs, landings, balconies and access platform with timber planks
500
-
464.3
c).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
1450
-
317.7
d) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
150
-
462.3
e).Weather shade, Chajjas, corbels etc., including edges.
100
-
417.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level.
-
-
-
i)Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar
2600
-
78.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
i)Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar
2150
-
78.2
First class brick work in foundation and plinth including cost of all materials as required complete:-
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
128.13
-
8888.4
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
16.26
-
10136.49
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
16.26
-
419.1
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
100
-
1187.9
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
399.15
-
1363.1
Providing and fixing M.S grill of required pattern in frames of windows etc. with M.S flat, square or round bars etc all complete.
-
-
-
i) Fixet to steel windows by welding
486
-
122.3
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.
57.6
-
3388.8
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
1200
-
122.9
Providing and fixing M.S round holding down bolts with nuts and washer plates complete as per standard design
100
-
76.5
Providing and laying cement concrete1:2:4 (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 and cost of glass strips etc complete.
-
-
-
i). 40 mm thick with 20 mm well burnt brick aggregate
141
-
510
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
242.53
-
859.9
12 mm cement plaster of mix
-
-
-
i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
900
-
174.8
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 )
600
-
203.4
Neat cement punning.
500
-
45.1
Distempering with oil bound washable distemper of approved brand and manufacturer to give an even shade (Payment shall be made after submission of Test certificate issued by the manufacturer)
-
-
-
New work (two or more coats) over and including water thinnable priming coat with cement primer
600
-
95.7
Finishing walls withwater proofing cement 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 @3.84 kg/10 sqm)
750
-
61.5
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 works
-
-
-
Two or more coats on new work
300
-
82.8
Providing and placing on terrace (at ll 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.
10000
-
10
Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design.
1000
-
2.9
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 6.0 kg / cm2)
-
-
-
i. 40 mm OD :
5000
-
72.8
ii. 50 mm OD
5000
-
92.5
iii. 90 mm OD :
12000
-
220.1
iv. 110 mm OD
15000
-
301.7
v. 140 mm OD
8000
-
495.1
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. 40 mm OD :
80
-
134
ii. 50 mm OD
80
-
157.5
iii. 90 mm OD :
100
-
246.1
iv. 110 mm OD
120
-
293.3
v. 140 mm OD
80
-
381.6
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 40 mm OD :
40
-
82
ii. 50 mm OD
40
-
86.8
iii. 90 mm OD :
60
-
125.4
iv. 110 mm OD
30
-
147.3
v. 140 mm OD
20
-
208
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS :14182 including testing of joints complete as pe CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 50 x 50 mm dia
10
-
217.1
ii. 90 x 90 mm dia
30
-
289.2
iii. 110 x 110 mm dia
30
-
475.1
iv. 140 x 140 mm dia
20
-
667.5
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
i 50 x 40 mm dia
20
-
145
ii. 110 x 90 mm dia
40
-
264.5
iii. 140 x 110 mm dia
30
-
349.3
iii. 140 x 90 mm dia
15
-
324.5
Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge.
-
-
-
i. 90 mm dia
60
-
313.2
ii. 110 mm dia
60
-
420.6
iii. 140 mm dia
80
-
567.4
Providing and fixing G.I. pipes 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 CPWD specification and direction of the Engineer- in - charge. A) External works
-
-
-
i. 15 mm dia. nominal bore
2000
-
197.5
ii. 25 mm dia. nominal bore
100
-
313.2
iii.40 mm dia. nominal bore
150
-
432.5
iv. 65 mm dia. nominal bore
60
-
655.5
v. 80 mm dia. nominal bore
60
-
808.2
vi.100 mm dia nominal bore
30
-
1162.3
vii. 125 mm dia nominal bore
30
-
1307.7
viii. 150 mm dia nominal bore
30
-
1533.8
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i.100 mm nominal bore
4
-
5980
ii. 80 mm dia. nominal bore
3
-
3346.9
iii. 65 mm dia. nominal bore
3
-
3117.8
Providing and fixing brass ferrule with C.I. cover conforming to IS: 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge
-
-
-
i.10 mm nominal bore
1000
-
296.3
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 (PN-1.0)
30
-
3379.2
ii.100 mm dia (PN-1.0)
30
-
4647.1
iii.125 mm dia. (PN-1.0)
20
-
5749.5
iv.150 mm dia. (PN-1.0)
20
-
6975.8
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i).Upto 300 mm dia
1.5
-
181392.2
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge
-
-
-
a)100 mm dia.
275
-
75.6
b) 125mm dia.
110
-
79.5
Providing and 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).100 mm dia Ductile Iron Class K-7 pipes
1500
-
1417.2
(ii).125mm dia Ductile Iron Class K-7 pipes
600
-
1735.4
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge.
-
-
-
i).100 mm dia
60
-
75.6
ii).125 mm dia
40
-
104
Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-charge
-
-
-
i. 15 mm dia 150 mm long ( for domestic connection)
1000
-
54.4
ii. 15 mm dia 225 mm long ( for domestic connection)
1000
-
58.6
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
50
-
287.3
(ii) 50 mm dia with 15 mm dia opening
50
-
304.8
iii) 90 mm dia with 15 mm dia opening
100
-
355.3
iv) 110 mm dia with 15 mm dia opening
150
-
419.4
v) 140 mm dia with 15 mm dia opening
150
-
468.5
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.
10000
-
42.7
ii. 25 mm dia.
200
-
56
Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge.
-
-
-
A). For UPVC pipes in new work.
a). In all kinds of soil
i). For pipes not exceeding 90mm dia
32200
-
65.3
ii). For pipes exceeding 90mm dia but not exceeding 300mm dia.
23000
-
79.3
B).For GI/CI/DI pipes in new work
a). in all kinds of soil
i). For pipes exceeding 90mm dia but not exceeding 300mm dia.
2100
-
99.8
Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge.
-
-
-
i). 15 mm dia
2000
-
90.2
ii). 25 mm dia
10
-
133.1
iii). 40 mm dia
40
-
281.8
iv). 65 mm dia
5
-
985
v). 80 mm dia
5
-
1593.1
vi). 100 mm dia
5
-
1723.2
vii). 125 mm dia
5
-
1853.4
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. 15x15x15 mm dia.
10
-
107.8
ii. 25x25x25 mm dia
10
-
181.1
iii. 40x40x40 mm dia
10
-
243.1
iv. 65x65x65 mm dia
5
-
538.2
v. 80x80x80 mm dia
5
-
707.2
vi. 100x100x100 mm dia
5
-
996.7
vii. 125x125x125 mm dia
5
-
1207.8
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. 25x25x15 mm dia.
5
-
153
ii. 40x40x25 mm dia
5
-
216.8
iii. 40x40x15 mm dia
20
-
214.2
iv. 50x50x40 mm dia
10
-
288.4
v. 80x80x40 mm dia
10
-
607.7
vi. 100x100x80 mm dia
5
-
923.7
vii. 100x100x65 mm dia
5
-
922.2
Providing and fixing G.I. Reducer with the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. 150 x 100 mm dia
10
-
676.6
ii. 125 x 100 mm dia
10
-
584.8
iii. 125 x 80 mm dia
8
-
583.7
iv. 100 x 80 mm dia
10
-
474.8
v. 100 x 65 mm dia
10
-
473.6
vi. 80 x 65 mm dia
5
-
337.3
vii. 80 x 40 mm dia
10
-
335
viii. 80 x 50 mm dia
11
-
336.1
ix. 50 x 40 mm dia
12
-
198.2
x. 40 x 25 mm dia
10
-
148.9
xi. 40 x 15 mm dia
20
-
146.6
xii. 25 x 15 mm dia
10
-
109.7
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia
1000
-
68.8
ii) 25 mm dia
20
-
65.8
iii) 40 mm dia
20
-
99.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia
2000
-
98.5
ii) 25 mm dia
20
-
167
iii) 40 mm dia
20
-
301.2
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
-
-
-
(i) 63 amps
6
-
4995
(ii) 100 amps
4
-
8390.2
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
-
-
-
i. 25 HP/18.5 KW Relay range within 13-21 + 10%.
6
-
14320
ii. 35 HP/18.5 KW Relay range within 20-32 + 10%.
4
-
22522.8
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 irrection 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.
10
-
7847.4
Providing and fitting fixing with PVC insulated single core Multi strand 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. 16sqmm
200
-
256
Providing and fitting fixing of moving iron type, Range 0-500 V, 96mmX96mm size AC Volt meter( L&T/ AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge.
10
-
954.8
Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type (L & T/ AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
10
-
1671.4
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) 50-63 Amps
6
-
4298.4
ii) 80-100 Amps
4
-
4278.6
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
-
-
-
i. For 3-phase connection with 4.00 mtr. Long G.I. Pipe.
10
-
18492
Providing and fitting, fixing 3 phase indicating lamps fitted with panel board with three different colour lamp complete with batten holder as per direction of the Engineer-in-Charge.
10
-
212.8
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
100
-
572.7
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) 6.0 sqmm
800
-
284.9
ii)10.0 sqmm
400
-
374.4
Installation of submerssible pump with motor upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-incharge (G.I. pipe of medium class for column assembly will be supplied by the agency at his cost)
-
-
-
i. 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange
1
-
30859.9
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-incharge
( G.I. pipe will be provided by the agency at his own cost & risk).
-
-
-
For 50 mm dia G.I. pipe with 10 mm thick GI flange
30
-
2188.7
For 65 mm dia G.I. pipe with 10 mm thick GI flange
30
-
2643.6
For 80 mm dia G.I. pipe with 10 mm thick GI flange
25
-
3216.8
For 100 mm dia G.I. pipe with 10 mm thick GI flange
5
-
4474
Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge.
10
-
771.4
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. 125 mm dia
40
-
466.8
ii. 100 mm dia
40
-
395.9
iii. 80 mm dia
30
-
352.2
iv. 65 mm dia
30
-
308.3
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.
1500
-
466.8
Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge.
-
-
-
i. 150 mm dia
60
-
1414.3
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
-
-
-
(i) 15mm dia PVC/ Plastic bib cock ( for domestic connection)
1000
-
97.3
Providing, fitting fixing and installation of 10000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, AC supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes of madeDUKE/KSB/WPIL/CRI).
1
-
84708.62
Providing, fitting fixing and installation of 7500 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes of made DUKE?KSB/WPIL/CRI).
1
-
75073.62
Providing, fitting fixing and installation of 5000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes of made DUKE/KSB/WPIL/CRI).
1
-
66338
Providing & fitting fixing of 2500 GPH X 76 mtr. head water lubricated submerssible pump of maximum 150 mm outer dia with maximum 10(ten) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts, 3phase, 50Hz, A.C. supply and star delta method of starting along with 35.00 mtr. PVC insulated 3 core flat copper cable of 4.0 sqmm conforming to relevant IS code for submersible motor with all necessary equipments and fittings as required with suction case, strainer coupling key, vertical non-return valve cum discharge case as per direction of the Engineer-in-charge
1
-
57738.29
Providing & Installation of of submerssible pump with suitable motor upto the depth of 80 ft to 100 ft by 50/65 / 80/100/125 mm dia GI pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge ( pump, motor with cable, 50/65 / 80 / 100 / 125 mm dia GI pipe for assembly will be issued by the agency at his own risk & cost ).
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-
-
i.2500 GPH capacity 100 mtr Head
2
-
86877
ii.2500 GPH capacity 150 mtr Head
1
-
96593
iii.2500 GPH capacity 180 mtr Head
1
-
103799
iv.5000 GPH capacity 100 mtr Head
1
-
105577
v.5000 GPH capacity 150 mtr Head
1
-
119547
Providing and fitting fixing supply monitoring Device i.e; single phase preventer including selectable under voltage and selectable oven voltage with delay selectable off delay 15 sec and on delay 5 sec and phase Asymmetry 10% of L&T make type SM 501 3 phase 3W Cat No. MG53BF in IP Metal Door 2 way of CRCA Sheet Steel enclosure of L& T make Cat No. DBENC002 SD connection with necessary F.R PVC insulated single core unsheathed with ultistrand bare copper conductor voltage grade 1.1 KV (11000 V) conforming to IS 694-1990 of L & T make as per direction of the Engineer-in-Charge.
10
-
2610
Supplying and wooden toolbox of size 1.00 x 0.60 x 0.75 m in/c MS bolt hinge with necessary screw, sliding door bolt and painting complete as per direction of the Engg-in-Charge.
10
-
2057
Supplying ISI marked/ Taparia make tools for water scheme.
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-
-
i) Sly wrenches (12”)
10
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313.01
ii) Pipe wrench (14”)
10
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333.58
iii) Pliers (8”)
10
-
211.34
iv) Screw Driver (8”)
10
-
213.62
v) Hacksaw frame with blade 2 Set
10
-
110
Providing & fitting, fixing of signboard (Size 1.00 X 0.75m) at water supply scheme in/c cost of 1mm thick plain aluminum or G.I. sheet with necessary MS angle (40 X 40 X 5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting writing nail spikes etc. and carrying to the work site complete as per direction of the Engineer-in-Charge.
10
-
803
Supplying of armed plastic chair (Supreme make).
10
-
249
Supplying of wooden table with a drawer to the right side of size 48” X 30” X 30”.
10
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600
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