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.
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)”. | |||||
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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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