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Nec Dtw Scheme Under Dws Sub Div , Hezamara Sh . Construction Of 1 No Semi Permanant Pump House At Pachim Bagbari Purba Noagaon Inc Laying Pipeline , Installation Pump Set Etc . During 2019-20 2Nd Call Please Refer The Dniet, agartala-Tripura

Public Works Department-PWD has published Nec Dtw Scheme Under Dws Sub Div , Hezamara Sh . Construction Of 1 No Semi Permanant Pump House At Pachim Bagbari Purba Noagaon Inc Laying Pipeline , Installation Pump Set Etc . During 2019-20 2Nd Call Please Refer The Dniet. Submission Date for this Tender is 30-04-2020. Pipe Laying Tenders in agartala Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

24104653
Nec Dtw Scheme Under Dws Sub Div , Hezamara Sh . Construction Of 1 No Semi Permanant Pump House At Pachim Bagbari Purba Noagaon Inc Laying Pipeline , Installation Pump Set Etc . During 2019-20 2Nd Call Please Refer The Dniet
Open Tender
Indian
Tripura
agartala
30-04-2020

Tender Details

Nec Dtw Scheme Under Dws Sub Div , Hezamara Sh . Construction Of 1 No Semi Permanant Pump House At Pachim Bagbari Purba Noagaon Inc Laying Pipeline , Installation Pump Set Etc . During 2019-20 2Nd Call Please Refer The Dniet

Key Value

Document Fees
INR 1000 /-
EMD
INR 8189.0 /-
Tender Value
INR 8.18 Lakhs /-

BOQ Items

Name of Work: “NEC DTW Scheme under the jurisdiction of DWS Sub-Division, Hezamara / SH: Construction of 1(One) No. Semi Permanent Pump House at Pachim Bagbari(Purba Noagaon) in/c laying of DI & PVC pipe line in/c Hydrant etc. and Installation of Submersible Pump Set of required capacity and other Electrical works during the year 2019-20(2nd Call)”.
Sl. No. Item Description 3 Quantity Units
1 1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) in/c dressing of sides and ramming of bottoms, lift upto 1.5m, in/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.\nAll kinds of soil. BI01010001010000000000000515BI0100001112
2 1.01 \nBy manual means.\n BI01010001010000000000000515BI0100001113 12 cum
3 2 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 50m and lift up to 1.5m. 1
4 2.01 All kinds of soil 2 10 cum
5 3 Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from quarry with all lifts in/c 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. 3 4 cum
6 4 Providing and laying in position cement of specified grade excluding the cost of centering and shuttering.\nAll work upto plinth level:\n 4
7 4.01 XVI) i) 1:4:8(1 cement : 4 fine sand : 8 graded well burnt aggregate 40mm nominal size) 5 5.4 cum
8 5 First class brick work in foundation & plinth in/c cost of all materials as required complete:\ni)In cement mortar 1:4 (1 cement : 4 R/Sand).\n 6 8 cum
9 6 Half brick masonry work with first class bricks in superstructure upto floor five level in/c cost of all materials as required complete: 7
10 6.01 In cement mortar 1:4 (1 cement : 4 fine sand). 8 35 Sqm
11 7 First class brick work in superstructure above plinth level & upto floor-five level in/c cost of all materials as required complete; 9
12 7.01 In cement mortar 1:4 (1 cement : 4 fine sand) 10 2 cum
13 8 Reinforcement for RCC works in/c straightening, cutting, bending, placing in position and binding all complete upto floor five level. 11
14 8.01 iv)Thermo-Mechanically treated bars/Cold twisted deformed steel bars. 12 280 Kg
15 9 Providing & Laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement.\nAll work upto plinth level;\n 13
16 9.01 iv)1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate 20mm nominal size) 14 3 cum
17 10 Reinforced cement concrete work in walls (any thickness), in/c attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement. 15
18 10.01 i)1:2:4 (1 cement : 2 fine sand :4 graded well burnt brick aggregate of 20mm nominal size) 16 2.5 cum
19 11 Reinforced cement concrete work in beams suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement-\na)RCC work in suspended floors, roofs having slope upto 50 landings, balconies, sheleves and chajjas.\n 17
20 11.01 i) 1:2:4 (1 cement : 2 fine sand :4 graded well burnt brick aggregate of 20mm nominal size) 18 0.65 cum
21 11.02 b)RCC work in beams, lintels bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase.\nii) 1:2:4 (1 cement : 2 fine sand :4 graded well burnt brick aggregate of 20mm nominal size)\n 19 1 cum
22 12 Providing & laying in position cement of specified including the cost of centering and shuttering.\nAll work upto plinth level:\n 20
23 12.01 i)1:3:6 (1 cement : 3 fine and : 6 graded well burnt brick aggregate of 20 mm nominal size) 21 1.4 cum
24 12.02 ii)1:2:4 (1 cement : 2 fine sand :4 graded well burnt brick aggregate of 20mm nominal size) 22 2 cum
25 13 Providing & fixing M.S. round holding down bolts with nuts and washer plates complete as per standard design. 23 22 Kg
26 14 Centering shuttering in/c strutting, propping etc. and removal of form work for – 24
27 14.01 i)Foundations, footings, bases for columns etc. for mass concrete with timber plank. 25 20 Sqm
28 14.02 ii) Suspended floors, roofs, landings, balconies and access platform with timber planks. 26 12 Sqm
29 14.03 iii) Lintels, beams, plinth beams, girders, bressumers and cantilever with wooden plank. 27 6 Sqm
30 14.04 iv) Weather shade, Chajjas, corbels etc. in/c edges. 28 5 Sqm
31 15 Providing steel work in built up tubular trusses in/c cutting, hoisting, fixing in position and applying a priming cost of approved steel pr4imer, welded and bolted in/c special shaped washers etc. complete as required. 29
32 15.01 i)Hot finished welded type tubes: 30 250 Kg
33 16 Providing and fixing in position 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, pin lets in/c embedding in cement concrete of required grade for fixing in position, all necessary fittings, in/c applying a priming coat of approved steel primer etc. complete as required: 31
34 16.01 2) Using flats 30x6mm for diagonal braces and central cross piece. 32 7 Sqm
35 17 Providing & fixing M.S. grill of required pattern in frames of windows etc. with M.S. flats square or round bars etc. all complete. 33
36 17.01 i)Fixed to steel windows by welding. 34 50 Kg
37 18 Placing of G.I. pipe over the pump hoisted on top portion of the RCC column as per specification & the direction of the Engineer-in-charge (exceeding the G.I. pipe which will supplied free of cost from the Departmental store yard). 35
38 18.01 ii) 125 mm dia. 36 12.4 Mtr
39 19 Providing corrugated G.S. sheet roofing in/c vertical curved surface fixed with polymer coated J or L hooks , bolts and nuts 8mm diameter with bitumen and G.I. limper washers or with G.I limpet washers filled with white lead and in/c coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal / vertical curved surfaces) excluding the coast of purlins, rafters and trusses and in/c cutting to size and shape wherever required. 37
40 19.01 c) 0.63mm thick with zinc coating not less than 27sqm./in2 38 30 Sqm
41 20 12mm cement plaster in single layer in/c cost of materials required and finishing even and smooth and curing complete. 39
42 20.01 ii) In cement mortar 1:4 (1 cement : 4 fine sand) 40 110 Sqm
43 21 Near cement punning 41 30 Sqm
44 22 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 near cement in/c cement sherry, rounding of edges and strips and cost of glass strips etc. completes. 42
45 22.01 i)50mm thick 43 18 Sqm
46 23 Painting with synthetic enamel paint (two or more coats) of natural colour of approved brand and manufacture on new work to give an even shade over an unit cost of suitable shade with ordinary paint of approved brand and manufacture. 44 15 Sqm
47 24 Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete. 45 4 Nos
48 25 Providing and fixing ISI marked oxidized M.S. tower bolt black (Barrel type) with necessary screws etc. complete. 46 12 Nos.
49 26 Providing and fixing ISI marked copper oxidized M.S. handle conforming to IS:4992 with necessary screws etc. complete. 47 10 Nos
50 27 Applying one coat of cement primer of approved brand and manufacture on wall surface complete. 48 50 Sqm
51 28 Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work (two or more coats applied @3.84kg/10sqm) complete. 49 90 Sqm
52 29 Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required ramming of bottoms, depth upto 1500mm (slope-1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of SPWD specification and direction of the Engineer-in-charge. A)For GI/CI/DI pipes in new work.\na)In all kinds of soil.\n 50
53 29.01 i)For pipes not exceeding 90mm dia. 51 12 Mtr
54 29.02 ii)For pipes exceeding 90mm dia but not exceeding 300mm dia. 52 100 Mtr
55 29.03 B) For UPVC pipes in new work.\na) In all kinds of soil.\ni)For pipes not exceeding 90mm dia.\n 53 2000 Mtr
56 29.04 ii)For pipes exceeding 90mm dia but not exceeding 300mm dia. 54 1000 Mtr
57 30 Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete (excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and special like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer-in-charge.\nb. class3(working pressure 60. Kg / cm2)\n 55
58 30.01 iii) 90 mm OD 56 1000 Mtr
59 30.02 iv) 110 mm OD 57 1000 Mtr
60 31 Providing, fixing & laying rigid UPVC pipes conforming to IS: 4985 jointing with coupler, of same class conforming to IS: 10124 (Pt-II) with solvent cement conforming to IS: 14182 in/c testing of joints complete (but excluding the cost of special like bend, Tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer-in-charge.\nb. Class 3(working pressure 60. Kg / cm2)\n 58
61 31.01 iii) 40 mm OD 59 300 Mtr
62 31.02 iv) 50 mm OD 60 300 Mtr
63 32 Charges for laying S & S centrifugally; Cast (Spun) Ductil Iron Class K-7 pipes conforming to IS 8329 as per CPWD specification and direction of the Engineer-in-charge. 61
64 32.01 iii) 80 mm dia 62 12 Mtr
65 32.02 iv) 100 mm dia 63 100 Mtr
66 33 Providing & laying C.I. Standard S & S special such tees, bends, collars, tapers and caps etc. (Heavy Class) as per CPWD specification and direction of the Engineer-in-charge. 64
67 33.01 i) Upto 300 mm dia. 65 0.2 Tone
68 34 Providing 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. 66
69 34.01 iii) 80 mm dia PN 1.6 67 4 Nos.
70 34.02 iv) 100 mm dia PN-1.6 68 3 Nos.
71 35 Providing and fixing C.I. non-return valve of approved complete as per CPWD specification and direction of the Engineer-in-charge. 69
72 35.01 ii) 80 mm nominal bore=1x 2 No. @Rs. 3395.10/each 70 1 Nos.
73 36 Charges for push-on (Tyton) joints to centrifugally (Spun) Iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubbering as per CPWD specification and direction of the Engineer-in-charge. 71
74 36.01 iii) 80 mm dia 72 4 Nos
75 36.02 iv) 100 mm dia 73 18 Nos
76 37 Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 (Part-4) with solvent cement conforming to IS : 14182 including 12 points complete as per CPWD specification and direction of the Engineer-in-charge. 74
77 37.01 iii) 90 mm dia 75 4 Nos
78 37.02 iv) 110 mm dia 76 2 Nos
79 38 Providing, fixing and laying fabricated UPVC equal conforming to IS :10124 (Part-5) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. 77
80 38.01 iii) 90x90 mm dia 78 6 Each
81 38.02 iv) 110x110 mm dia 79 6 Each
82 39 Providing and fixing UPVC service saddle as per CPWD specification and direction of the Engineer-in-charge. 80
83 39.01 i) 90 mm dia with 15 mm dia opening. 81 10 Each
84 39.02 ii)110 mm dia with 15 mm dia opening 82 10 Each
85 40 Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer-in-charge. 83
86 40.01 iii) 80 mm dia 84 4 Each
87 40.02 iv) 100 mm dia 85 4 Each
88 41 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. 86
89 41.01 ii) 10 mm nominal bore. 87 20 Nos
90 42 Providing, fixing and laying flanged fabricated UPVC with MS flange (8mm thick) conforming to IS : 10124 (Part-6) with solvent cement conforming to IS : 14182 in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. 88
91 42.01 iii) 90 mm dia 89 8 Each
92 42.02 iv) 110 mm dia 90 8 Each
93 43 Providing, fixing and laying flanged 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.\n \n 91
94 43.01 iii) 110x90 mm dia 92 5 Each
95 43.02 iv) 50 x 40 mm dia. 93 5 Each
96 44 Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS :10124 (Part-7/8/9/10/11/12/13) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. 94
97 44.01 iii) 90 mm dia 95 4 Each
98 44.02 iv) 110 mm dia 96 4 Each
99 45 Providing and fixing CI bib cock (log handle) as per CPWD specification and direction of the Engg-in-charge. 97
100 45.01 15mm dia. 98 20 Each
101 46 Providing & laying of flexible PVC pipe (conforming IS: 7634) complete as per specification & direction of the Engg-in-charge (cost of earth work & fitting will be paid separately) 99
102 46.01 a)15mm dia. 100 200 Mtr
103 46.02 b)25mm dia 101 200 Mtr
104 47 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. 102
105 47.01 d) 15 mm dia 103 30 Nos
106 48 Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. 104
107 48.01 b) 15 mm dia 105 30 Each
108 49 Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. 106
109 49.01 b) 15 mm dia 107 20 Each
110 49.02 e) 40 mm dia 108 10 Each
111 49.03 f) 50 mm dia 109 10 Each
112 50 Providing and fixing G.I. pies of medium class as IS :1239 with latest amendment complete with GI fittings and clamps, in/c cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.\nB) Internet work – Exposed on wall.\n 110
113 50.01 ii) 15mm dia nominal 111 20 Mtr
114 51 Providing and fixing GI Nipple of medium class complete as per CPWD specification and direction of the Engineer-in-charge. 112
115 51.01 iii) 15mm dia. 150mm long 113 20 Each
116 51.02 iv) 15mm dia. 225mm long 114 20 Each
117 52 Making road crossing by horizontal for smooth laying of UPVC/CI/GI/DI/ pipes etc. of required dia complete as per CPWD specification and direction of the Engineer-in-charge.\nB. By manual means \n 115 30 Mtr
118 53 Providing and fitting fixing of 6 feet x4 feet x 1 inch (thickness) Gamair wood/Plywood panal board for fitting fixing of electrical items, in/c 2 nos. MS. angle post (size 2 inch x2 inch x 9 feet), nuts & bolts etc. for irrection of the same by 1:1:5:3 cement concrete casting (1 feet x1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per CPWD specification and direction of the Engineer-in-charge. 116 1 Each
119 54 Providing and fitting fixing of moving iron type Range 0-500 V, 96 mm x 96 mm size AC (L & T/AE make) with selector switch as a electrical instrument of the panel board as per CPWD specification and direction of the Engineer-in-charge. 117 1 Each
120 55 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 panel board as per CPWD specification and direction of the Engineer-in-charge. 118 1 Each
121 56 Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 425/500 Volt, L & T/Havell’s/HPL make complete as per specification and direction of Engineer-in-charge. 119
122 56.01 ii) 100 Amps 120 1 Each
123 57 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. 121
124 57.01 ii) 35HP/18.5kw Relay range within 20-32+10% 122 1 Each
125 58 Providing and fitting fixing of Moulded case Circuit Breaker (MCCB) of different Thermal release range, 415+V,50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. 123
126 58.01 ii) 25-32 Amps 124 1 Each
127 59 Providing earthling with perforated 40 mm dia. G.I. pipe of 3.00 Mtr long (medium class) of 12mm dia. Perforation @ 30 mm dia upto 2.0 Mtr bottom fitting, fixing with 6 gauge W.I. wire from earth electrode to panel board/Motor Column assembly. 125
128 59.01 ii) For 3-phase connection with 4.00mtr. long GI pipe. 126 1 Each
129 60 Providing and fitting fixing 3-phase indicating lamp fitted with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. 127 1 Each
130 61 Providing and fitting fixing with PVC insulted single core multistoried Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the panel board as per specification and direction of the Engineer-in-charge. 128
131 61.01 i)16 Sqmm 129 10 Mtr
132 62 Installation of submersible pump and suitable motor upto required depth with GI column pipe in/c providing fitting fixing by necessary rubber washer, nuts and 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 direction of the Engineer-in-charge (Pump, motor with cable, GI pipe will be issued by the Department at free of cost and fabrication of GI column pipe will be paid separately). 130
133 62.01 iii) 2500 GPH capacity 131 36 Mtr
134 62.02 iii) 5000 GPH capacity 132 36 Mtr
135 63 Fabrication of column pipe in/c providing & fitting fixing of GI flange by cutting the GI pipe into 3.05mtrs. Size and welding the same with GI flange as per specification and direction of the Engineer-in-charge (G.I. pipe will be issued by the Department at free of cost). 133
136 63.01 ii) For 65 mm dia. GI pipe with 10mm thick GI flange. 134 20 Each
137 64 Charges for making GI reducer in/c cutting, welding, threading at both end, fitting, fixing at site as per specification and direction of the Engineer-in-charge. (GI pipes will be supplied from the Department free of cost) 135
138 64.01 i) 100 x 80 mm dia. 136 2 Nos
139 65 Providing & fitting fixing of MS flange (8mm wall thickness) by welding with GI/MS pipe and placing position as per specification and direction of the Engineer-in-charge. 137
140 65.01 iii) 100mm dia. 138 4 Nos
141 65.02 iv) 80mm dia. 139 2 Nos
142 66.01 Providing & fitting fixing of pressure meter (0.00-14.0kg/sqcm) as per specification and direction of the Engineer-in-charge. 140 1 Nos
143 67 Supplying ISI marked / Taparia make tools for water scheme. 141
144 67.01 i) Sly wrenches (12’’) 142 1 Nos.
145 67.02 ii) Pipe wrench (14’) 143 1 Nos.
146 67.03 iii) Pilers (8’) 144 1 Nos.
147 67.04 iv) Screw Driver (8’) 145 1 Nos.
148 67.05 v) Hacksaw frame with blade 146 1 Nos.
149 68 Supplying of armed plastic chair (Supreme/Nil Kamal make) pf approved quality. 147 1 Nos.
150 69 Supplying of wooden table with one drawer as per direction of the Engineer-in-charge. 148 1 Nos.
151 70 Providing & fitting fixing of size 70 sq mm dowels copper tube terminal heavy duty (eat no CUS-285 as per direction of the Engineer-in-charge. (Dowell make) 149 12 Nos.
152 71 Providing & fitting, fixing of Sign Board (Size 1.00 x 0.75 m) at water supply scheme in/c cost of 1mm thick plain aluminum of GI sheet with necessary MS angle (40 x 40 x 5mm) in/c necessary bending and fixing on the work site complete as per direction of the Engg-in-charge. 150 1 Nos.
153 72 Constructing masonry chamber 90 x 90 x 100 cm inside with brick work in cement motor 1:4 (1 cement : 4 fine sand) for sluice valve with CI surface box 100 mm top dia. 160mm dia bottom & 180mm deep (inside) with chain lied & RCC top slab 1: 2 : 4 (1 cement : 2 river sand : 4 brick aggregate 1st class 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 river sand : 10 brick aggregate 1st class 40 mm nominal size) & inside plastering wihth cement motor 1 : 3 (1 cement : 3 river sand) 12 mm thick finished with a floating coat of neat cement as per standard design CPWD/PWD specification and direction of the Engg-in-charge. \na)With 1st class brick.\n 151 2 Nos.
154 73 Providing & fixing in position precast RCC platform of size 1100 x 1100 mm with curb of size 50 x 50 mm keeping an opening of 100 long in a suitable place for draining out of water (made with cement 1 : 2 : 4 (1 cement : 2 sand : 4 brick aggregate 1st class 20mm nominal size) and steel reinforcement (TMT bar) 8 Nos. 8mm dia in both direction in/c plastering the exposed surface with 12mm thick cement motor 1 : 3 (1 cement : 3 sand) finished with a floating coat of neat cement) complete with all earth work required in/c refilling as per CPWD specification and direction of Engg-in-cha 152 5 Nos.
155 74 Providing and fixing in position precast RCC hydrant post of size 200 x 200 mm at the bottom & 150 x 150mm at the top and 1300 mm high (made with cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 brick aggregate 1st class 20mm nominal size) and steel reinforcement (TMT bars) 8mm dia 1200mm long 4 nos and 8mm dia stirrup 9 Nos.), 500mm shall be kept below ground level, embedding the same with in 500 x 500 x 500mm cement concrete 1 : 5 : 10 (1 cement : 5 sand : 10 brick aggregate 1st class 40mm nominal size) in/c plastering the exposed surface with 12mm thick motor 1 : 3 (1 cement :3 sand) finished with a floating coat of neat cement) in/c providing & embedding 15mm dia G.I. pipe (medium class) 1250mm long with necessary GI fitting like elbow 2 Nos. socket 1 No nipple 300mm long 1 no, union 1 no etc. and fitting of CI long handle bib cock by welding with GI socket complete with all earth work required in/c refilling as per CPWD specification and direction of the Engg-in-charge. 153 5 Nos.
156 75 Providing & Installation of 5000 GPH capacity Submersible Pump with suitable motor upto the depth of 80ft to 100 ft by 65/80/100/125 mm dia GI flange in/c providing fitting, fixing by necessary rubber washer, nuts & bolts, MS safety clam 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 Engg-in-charge (65/80/100/125 mm dia GI pipe for assembly with be issued by the Department at free of cost).\ni)5000 GPH capacity with 10 mm thick GI flange.\n 154 1 job
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