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Nrdwp Scheme At Chandi Thakur Para Para In Chikancherra Vc Under Jampuijala R. D. Block / Construction Of 1 No. Semi Permanent Pump House, Laying Of C.I. ,D.I,& Pvc Pipe Line, Domestic Connection, Street Hydrant In/C Installation Of Pump & Motor And Other, Jampuijala-Tripura

Public Works Department-PWD has published Nrdwp Scheme At Chandi Thakur Para Para In Chikancherra Vc Under Jampuijala R. D. Block / Construction Of 1 No. Semi Permanent Pump House, Laying Of C.I. ,D.I,& Pvc Pipe Line, Domestic Connection, Street Hydrant In/C Installation Of Pump & Motor And Other. Submission Date for this Tender is 06-03-2020. Pipe Laying Tenders in Jampuijala Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

23635939
Nrdwp Scheme At Chandi Thakur Para Para In Chikancherra Vc Under Jampuijala R. D. Block / Construction Of 1 No. Semi Permanent Pump House, Laying Of C.I. ,D.I,& Pvc Pipe Line, Domestic Connection, Street Hydrant In/C Installation Of Pump & Motor And Other
Open Tender
Indian
Tripura
Jampuijala
06-03-2020

Tender Details

NRDWP scheme at Chandi Thakur para para in Chikancherra VC under Jampuijala R. D. Block / Construction of 1 No. semi permanent Pump house, laying of C.I. ,D.I,& PVC pipe line, domestic connection, street hydrant in/c installation of Pump & Motor and other allied works during the year 2019-20

Key Value

Document Fees
INR 1000 /-
EMD
INR 19287.0 /-
Tender Value
INR 19.28 Lakhs /-

BOQ Items

Name of Work:NRDWP scheme at Chandi Thakur para para in Chikancherra VC under Jampuijala R. D. Block / Construction of 1 No. semi permanent Pump house, laying of C.I. ,D.I,& PVC pipe line, domestic connection, street hydrant in/c installation of Pump & Motor and other allied works during the year 2019-20
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\n BI01010001010000000000000515BI0100001112
2 1.01 All kinds of soil BI01010001010000000000000515BI0100001113 18 Cum
3 2 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 kinds of soil BI01010001010000000000000515BI0100001114 30.298 Cum
4 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. -All kinds of soil BI01010001010000000000000515BI0100001115 20.199 Cum
5 4 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. BI01010001010000000000000515BI0100001116 2.959 Cum
6 5 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: i). 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001117 8.329 Cum
7 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: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001118 1.47 Cum
8 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- a). In walls (any thickness) in/c attached pilasters, buttresses, piers abutment etc.1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001119 1.2 Cum
9 8 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- BI01010001010000000000000515BI0100001120
10 8.01 a).RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001121 0.912 Cum
11 8.02 b).RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001122 1.98 Cum
12 9 Centering shuttering including struttings, propping etc. and removal of form work for: BI01010001010000000000000515BI0100001123
13 9.01 a).Foundations, footings, bases for columns etc. for mass concrete with timber plan BI01010001010000000000000515BI0100001124 5.64 sqm
14 9.02 b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank BI01010001010000000000000515BI0100001125 9.6 sqm
15 9.03 c).Weather shade, Chajjas, corbels etc., including edges. BI01010001010000000000000515BI0100001126 3.593 sqm
16 9.04 d).Columns, Pillars, Piers, Abutments, Posts and struts with wooden plank BI01010001010000000000000515BI0100001127 13.2 sqm
17 10 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 bar BI01010001010000000000000515BI0100001128 715 kg
18 11 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 ) BI01010001010000000000000515BI0100001129 15.436 Cum
19 12 Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In Cement mortar 1:4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001130 75.136 sqm
20 13 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 ) BI01010001010000000000000515BI0100001131 1.448 Cum
21 14 Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. BI01010001010000000000000515BI0100001132 1.448 Cum
22 15 12 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001133 16.96 sqm
23 16 Neat cement punning. BI01010001010000000000000515BI0100001134 47.56 sqm
24 17 6 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001135 53.23 sqm
25 18 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 ) BI01010001010000000000000515BI0100001136 65.765 sqm
26 19 Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. BI01010001010000000000000515BI0100001137 50 kg
27 20 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) BI01010001010000000000000515BI0100001138 22 Nos
28 21 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. BI01010001010000000000000515BI0100001139 22 sqm
29 22 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 BI01010001010000000000000515BI0100001140 27.04 sqm
30 23 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. BI01010001010000000000000515BI0100001141 6.84 sqm
31 24 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.150mm dia. BI01010001010000000000000515BI0100001142 6 mtr
32 25 Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001143 14.36 mtr
33 26 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] BI01010001010000000000000515BI0100001144 39.5 sqm
34 27 Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001145 55.5 sqm
35 28 Steel work in built up tubular (round, square or\nrectangular hollow tubes etc.) trusses etc., including\ncutting, hoisting, fixing in position and applying a\npriming coat of approved steel primer, including welding\nand bolted with special shaped washers etc. complete. (i).Hot finished welded type tubes BI01010001010000000000000515BI0100001146 170 kg
36 29 Half brick masonry work with first class bricks in\nsuperstructure upto floor five level including cost of\nall materials as required complete:- in cement mortar 1:4 (1 cement:4 fine sand) BI01010001010000000000000515BI0100001147 45.24 sqm
37 30 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. BI01010001010000000000000515BI0100001148
38 30.01 A). For UPVC pipes in new work.\na). In all kinds of soil\ni). For pipes not exceeding 90mm dia BI01010001010000000000000515BI0100001149 2600 mtr
39 30.02 ii). For pipes exceeding 90mm dia but not exceeding 300mm dia. BI01010001010000000000000515BI0100001150 1200 mtr
40 30.03 B).For GI/CI/DI pipes in new work\na). in all kinds of soil\ni). For pipes exceeding 90mm dia but not exceeding 300mm dia. BI01010001010000000000000515BI0100001151 300 mtr
41 31 Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. \ni).150mm dia BI01010001010000000000000515BI0100001152 15 Nos
42 32 Providing lead chalked joints to spun iron or C.I. pipes and specials in/c testing of joints but ex/c the cost of pig lead as per CPWD specification and direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001153
43 32.01 ii. 80 mm dia. BI01010001010000000000000515BI0100001154 1 Nos
44 32.02 ii. 100 mm dia. BI01010001010000000000000515BI0100001155 1 Nos
45 32.03 ii. 125 mm dia. BI01010001010000000000000515BI0100001156 2 Nos
46 32.04 ii. 150 mm dia. BI01010001010000000000000515BI0100001157 4 Nos
47 33 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. BI01010001010000000000000515BI0100001158
48 33.01 i.150mm dia. (PN-1.6) BI01010001010000000000000515BI0100001159 2 Nos
49 33.02 ii.125mm dia. (PN-1.6) BI01010001010000000000000515BI0100001160 1 Nos
50 33.03 iii.100mm dia. (PN-1.6) BI01010001010000000000000515BI0100001161 1 Nos
51 33.04 iv.80mm dia. (PN-1.6) BI01010001010000000000000515BI0100001162 1 Nos
52 34 Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. BI01010001010000000000000515BI0100001163
53 34.01 A).DI all socketted bend 90 degree (iii)150mm dia BI01010001010000000000000515BI0100001164 2 Nos
54 34.02 B).DI all socketted bend 45 degree (iii)150mm dia BI01010001010000000000000515BI0100001165 2 Nos
55 34.03 C).DI all socketted bend 22.5 degree (iii)150mm dia BI01010001010000000000000515BI0100001166 1 Nos
56 34.04 D) DI all socketted TEE (i).150X150X150mm dia BI01010001010000000000000515BI0100001167 3 Nos
57 34.05 E).DI Collar both end socketted (iii)150mm dia BI01010001010000000000000515BI0100001168 3 Nos
58 34.06 F) DI flanged socketted tail piece BI01010001010000000000000515BI0100001169
59 34.07 i).100mm dia BI01010001010000000000000515BI0100001170 1 Nos
60 34.08 ii).125mm dia BI01010001010000000000000515BI0100001171 2 Nos
61 34.09 ii).150mm dia BI01010001010000000000000515BI0100001172 4 Nos
62 34.1 G).DI flanged spigotted tail piece BI01010001010000000000000515BI0100001173
63 34.11 i).80mm dia BI01010001010000000000000515BI0100001174 1 Nos
64 34.12 ii).100mm dia BI01010001010000000000000515BI0100001175 1 Nos
65 34.13 iii).125mm dia BI01010001010000000000000515BI0100001176 2 Nos
66 34.14 iii).150 mm dia BI01010001010000000000000515BI0100001177 4 Nos
67 35 Providing and laying S & S C.I. standard specials such as tees, bends, collars, tapers, caps etc. ( Heavy class ) as per CPWD specification and direction of the Engineer - in - charge. \ni) Upto 300mm dia. BI01010001010000000000000515BI0100001178 0.05 ton
68 36 Charges for 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 BI01010001010000000000000515BI0100001179 300 mtr
69 37 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\na)150 mm dia. BI01010001010000000000000515BI0100001180 10 Nos
70 38 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. BI01010001010000000000000515BI0100001181
71 38.01 i. 90 mm dia BI01010001010000000000000515BI0100001182 25 Nos
72 38.02 ii. 110 mm dia BI01010001010000000000000515BI0100001183 16 Nos
73 38.03 ii. 140 mm dia BI01010001010000000000000515BI0100001184 14 Nos
74 39 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. BI01010001010000000000000515BI0100001185
75 39.01 i. 90 mm dia BI01010001010000000000000515BI0100001186 10 Nos
76 39.02 ii. 110 mm dia BI01010001010000000000000515BI0100001187 6 Nos
77 39.03 ii. 140 mm dia BI01010001010000000000000515BI0100001188 5 Nos
78 40 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. BI01010001010000000000000515BI0100001189
79 40.01 i. 90 x 90 mm dia BI01010001010000000000000515BI0100001190 6 Nos
80 40.02 ii. 110 x 110 mm dia BI01010001010000000000000515BI0100001191 6 Nos
81 40.03 ii. 140 x 140 mm dia BI01010001010000000000000515BI0100001192 6 Nos
82 41 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. BI01010001010000000000000515BI0100001193
83 41.01 i. 110 x 90 mm dia BI01010001010000000000000515BI0100001194 10 Nos
84 41.02 i. 140 x 110 mm dia BI01010001010000000000000515BI0100001195 7 Nos
85 41.03 i. 114 x 90 mm dia BI01010001010000000000000515BI0100001196 7 Nos
86 42 Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of\nthe Engineer - in - charge. BI01010001010000000000000515BI0100001197
87 42.01 i. 90 mm dia BI01010001010000000000000515BI0100001198 2 Nos
88 42.02 ii. 110 mm dia BI01010001010000000000000515BI0100001199 4 Nos
89 42.03 ii. 140 mm dia BI01010001010000000000000515BI0100001200 6 Nos
90 43 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. BI01010001010000000000000515BI0100001201
91 43.01 A. Class - 3 ( working pressure 6.0 kg / cm2) BI01010001010000000000000515BI0100001202
92 43.02 i. 40 mm OD BI01010001010000000000000515BI0100001203 800 mtr
93 43.03 ii. 50 mm OD BI01010001010000000000000515BI0100001204 300 mtr
94 43.04 iii. 90 mm OD BI01010001010000000000000515BI0100001205 1500 mtr
95 43.05 iv. 110 mm OD BI01010001010000000000000515BI0100001206 800 mtr
96 43.06 v. 140 mm OD BI01010001010000000000000515BI0100001207 400 mtr
97 44 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.\nB. by manual means. BI01010001010000000000000515BI0100001208 60 mtr
98 45 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. \nA) External works BI01010001010000000000000515BI0100001209
99 45.01 i. 15 mm dia. nominal bore BI01010001010000000000000515BI0100001210 50 mtr
100 45.02 ii. 40 mm dia. nominal bore BI01010001010000000000000515BI0100001211 150 mtr
101 45.03 iii. 50 mm dia. nominal bore BI01010001010000000000000515BI0100001212 150 mtr
102 46 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) BI01010001010000000000000515BI0100001213 450 Nos
103 47 Providing and fixing draining board with C.I. brackets in/c painting of brackets, cutting and making good the walls wherever required as per CPWD specification and direction of the Engineer-in-Charge. (i). White glazed fire clay draining board of size 600X450X25mm BI01010001010000000000000515BI0100001214 1 Nos
104 48 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).15mm dia BI01010001010000000000000515BI0100001215 400 Nos
105 48.01 ii).40mm dia BI01010001010000000000000515BI0100001216 10 Nos
106 48.02 iii).50mm dia BI01010001010000000000000515BI0100001217 10 Nos
107 49 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).40X15mm dia BI01010001010000000000000515BI0100001218 3 Nos
108 49.01 ii).50X40mm dia BI01010001010000000000000515BI0100001219 5 Nos
109 50 Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge (i).15mm dia BI01010001010000000000000515BI0100001220 200 Nos
110 50.01 ii).40mm dia BI01010001010000000000000515BI0100001221 15 Nos
111 50.02 iii).50mm dia BI01010001010000000000000515BI0100001222 10 Nos
112 51 Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. (i).15mm dia BI01010001010000000000000515BI0100001223 200 Nos
113 51.01 ii).40mm dia BI01010001010000000000000515BI0100001224 5 Nos
114 51.02 iii).50mm dia BI01010001010000000000000515BI0100001225 5 Nos
115 52 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 BI01010001010000000000000515BI0100001226 200 Nos
116 53 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).15mm dia 75mm long BI01010001010000000000000515BI0100001227 100 Nos
117 53.01 (ii).15mm dia 150 mm long BI01010001010000000000000515BI0100001228 100 Nos
118 54 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). 10mm nominal bore BI01010001010000000000000515BI0100001229 150 Nos
119 54.01 ii).15mm nominal bore BI01010001010000000000000515BI0100001230 50 Nos
120 55 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).50X50X40mm dia BI01010001010000000000000515BI0100001231 5 Nos
121 56 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).40mm dia BI01010001010000000000000515BI0100001232 8 Nos
122 56.01 (ii).50mm dia BI01010001010000000000000515BI0100001233 5 Nos
123 57 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. BI01010001010000000000000515BI0100001234 1 Nos
124 58 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. BI01010001010000000000000515BI0100001235 1 Nos
125 59 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. BI01010001010000000000000515BI0100001236 1 Nos
126 60 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-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).\ni). 5000/7500capacity with 80 mm dia G.I. pipe and 10 mm thick G.I flange BI01010001010000000000000515BI0100001237 1 Nos
127 61 Providing and fitting, fixing steel sheet enclosed switch fuse units (suitable for DIN fuse) triple pole with Natural Link (TPN), 415/500 Volt, L & T / Havell’s /HPL make etc. complete as per specification and direction of the Engineer-in-Charge. iii.100 amps BI01010001010000000000000515BI0100001238 1 Nos
128 62 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. ii.25 HP/18.5 KW Relay range within 13-21 + 10%. BI01010001010000000000000515BI0100001239 1 Nos
129 63 Providing and fitting fixing of moving iron type, Range 0-100 V ,96mmX96mm size AC Amps meter direct reading type(L&T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001240 1 Nos
130 64 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. BI01010001010000000000000515BI0100001241 1 Nos
131 65 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. BI01010001010000000000000515BI0100001242 1 Nos
132 66 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. ii. 16sqmm BI01010001010000000000000515BI0100001243 30 mtr
133 67 Providing and fitting fixing of Moulded Case Circuit Breaker\n(MCCB) of Thermal release range 415 + V, 50Hz (L &T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. iii. 50-63 Amps, BI01010001010000000000000515BI0100001244 1 Nos
134 68 Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.\ni).80mm nominal bore. BI01010001010000000000000515BI0100001245 1 Nos
135 69 Providing and fixing G.I . Pipe complete with necessary holes (12mm dia) and dlamp in/c cutting and making etc. (internal work \ni)50mm nominal bo0re BI01010001010000000000000515BI0100001246 40 mtr
136 70 Providing and fixing G.I. flange (10mm wall thickness) by welding with G.I./MS pipe and placing position as per specification and direction of the Engineer-in-charge.\ni)100 mm dia BI01010001010000000000000515BI0100001247 20 Nos
137 71 Providing and fitting, fixing of 8 KVR capacitor non-metalic conductor, reinforcement Type complete with clamps (L&T/ Crompton make) as p[er direction of Engineer-in-Charge BI01010001010000000000000515BI0100001248 1 Nos
138 72 Providing and fitting, fixing of MS rest clamp for resting of whole assembly of the pump (550X100X10mm) BI01010001010000000000000515BI0100001249 1 pair
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