Public Health Engineering Department-PHED has published Tender For Maintenance/Repair/Restoration Of Damages And Emergent/Urgent Nature Of Works With Minor Extensions Of Water Supply Scheme/Building Repair Works/Protection Works Under The Jurisdiction Of Jal Shakti (Phe) Sub Division Doda (W) (Ssr 2022). Submission Date for this Tender is 20-05-2024. Building Repair Tenders in Doda Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Earth work excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan including dressing of sites and ramming of bottom lift upto 1.5mtrs including getting out excavated earth and disposal of surplus excavated earth as directed. a) All kind of Soil. |
2 | b) Ordinary Rock. |
3 | Earthwork Excavation by mechanical means (Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 Mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan including dressing of sites and ramming of bottom lift upto 1.5 Mtrs including getting out excavated earth and disposal of surplus excavated earth as directed. a) All kind of soil |
4 | b) Ordinary Rock |
5 | Providing and fixing of G.I. Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work) a) G.I. Pipe 15mmØ |
6 | b) G.I. Pipe 20mmØ |
7 | c) G.I. Pipe 25mmØ |
8 | d) G.I. Pipe 32mmØ |
9 | e) G.I. Pipe 40mmØ |
10 | f) G.I. Pipe 50mmØ |
11 | g) G.I. Pipe 65mmØ |
12 | h) G.I. Pipe 80mmØ |
13 | i) G.I. Pipe 100mmØ |
14 | Providing and fixing of HDPE Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work) a) HDPE Pipe 25mmØ |
15 | b) HDPE Pipe 32mmØ |
16 | c) HDPE Pipe 40mmØ |
17 | d) HDPE Pipe 50mmØ |
18 | e) HDPE Pipe 63mmØ |
19 | f) HDPE Pipe 75mmØ |
20 | g) HDPE Pipe 90mmØ |
21 | h) HDPE Pipe 110mmØ |
22 | i) HDPE Pipe 160mmØ |
23 | Providing & Fixing of G.I. Union in G.I. Pipes including cutting & threading the pipe and making long screw etc complete (new work). a) G.I. Union 15mmØ nominal bore. |
24 | b) G.I. Union 20mmØ nominal bore. |
25 | c) G.I. Union 25mmØ nominal bore. |
26 | d) G.I. Union 32mmØ nominal bore. |
27 | e) G.I. Union 40mmØ nominal bore. |
28 | f) G.I. Union 50mmØ nominal bore. |
29 | g) G.I. Union 65mmØ nominal bore. |
30 | h) G.I. Union 80mmØ nominal bore. |
31 | Providing and fixing of G.I. Elbows including cutting hoisting, threading etc. complete. a) Elbow 15mmØ |
32 | b) Elbow 20mmØ |
33 | c) Elbow 25mmØ |
34 | d) Elbow 32mmØ |
35 | e) Elbow 40mmØ |
36 | f) Elbow 50mmØ |
37 | g) Elbow 65mmØ |
38 | h) Elbow 80mmØ |
39 | Providing and fixing G.I. extension Nipple of approved make and quality as per direction of Engineer incharge a) 15mmØ to 40mmØ(LMR) |
40 | b) above 50mmØ(LMR) |
41 | Laying & Fitting of G.I. Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work). a) G.I. Pipe 15mmØ |
42 | b) G.I. Pipe 20mmØ |
43 | c) G.I. Pipe 25mmØ |
44 | d) G.I. Pipe 32mmØ |
45 | e) G.I. Pipe 40mmØ |
46 | f) G.I. Pipe 50mmØ |
47 | g) G.I. Pipe 65mmØ |
48 | h) G.I. Pipe 80mmØ |
49 | i) G.I. Pipe 100mmØ |
50 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 16 mm Outer dia |
51 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 20 mm Outer dia |
52 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 25 mm Outer dia |
53 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 32 mm Outer dia |
54 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 40 mm Outer dia |
55 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 50 mm Outer dia |
56 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 65 mm Outer dia |
57 | Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 75 mm Outer dia |
58 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 90 mm Outer dia |
59 | Providing & fixing Poly propylene- Random - Co - Polymer (PPR) pipes PN-16 (SDR 7.4) - meter 32.00 110 mm Outer dia |
60 | Providing and laying S and S Centrifugally cost (Spun) ductile iron pipe confirming to IS 8329 (Rates to be quoted including carriage complete job) a) D.I. Pipe 100mmØ ductile iron class K-9 pipes |
61 | b) D.I. Pipe 150mmØ ductile iron class K-9 pipes |
62 | c) D.I. Pipe 200mmØ ductile iron class K-9 pipes |
63 | Providing and fixing gun metal Gate Valve with C.I. Wheel of approved quality (screwed end): a) Gunmetal Gate Valve 20mmØ |
64 | b) Gunmetal Gate Valve 25mmØ |
65 | c) Gunmetal Gate Valve 32mmØ |
66 | d) Gunmetal Gate Valve 40mmØ |
67 | e) Gunmetal Gate Valve 50mmØ |
68 | f) Gunmetal Gate Valve 65mmØ |
69 | g) Gunmetal Gate Valve 80mmØ |
70 | Providing and fixing of C.I. Sluice Valve (with Cap) complete with bolts, Nuts, Rubber incretions etc. (the tail pieces if required will be paid separately). a) Sluice Valve 100mmØ |
71 | b) Sluice Valve 150mmØ |
72 | c) Sluice Valve 200mmØ |
73 | Providing & Laying S&S C.I. Standard specials such as Tees, Bends, Collars, Tapers, Caps etc. (have classis) a) D.I. Bend 100mmØ |
74 | b) D.I. Bend 150mmØ |
75 | c) D.I. Bend 200mmØ |
76 | d) D.I. Collars 100mmØ |
77 | e) D.I. Collars 150mmØ |
78 | Supply of Rubber Gasket to IS: 5382 of S.B.R. Quality a) 100mmØ |
79 | b) 150mmØ |
80 | e) 200mmØ |
81 | Demolition of cement concrete manually/ by mechanical means including disposal of excavated material with in 50mtrs lead as per directions of the in charge engineer. a) 1:3:6 or rich mix (I/C equivalent design mix) |
82 | b) 1:4:8 or linear Mix (I/C equivalent design mix) |
83 | Dismantling G.I. Pipe (External work) including excavation and refilling trenches after taking out the pipes manually by mechanical means including stacking of pipes within 50mtrs lead as per direction of the Engineer in charge a) 15mm to 40mm nominal bore. |
84 | b) Above 40mm nominal bore. |
85 | Dismantling of flexible pavement (bituminous Coarse) by mechanical means and disposal of dismantled material up to a lead of 1.00Km as per direction of in charge engineer. |
86 | Random Rubble masonry with hard stones in foundation and plinth including leveling up with cement conc. 1:6:12 (1 Cement: 6 coarse sand: 12 graded stones aggregate 20mm nominal size) upto plinth level and curing complete cement mortar (Rates to be quoted including carriage complete job). a) Cement mortar 1:6 (1cement: 6 coarse sand) |
87 | Dry Random Rubble masonry with hard stones in foundation and plinth.(Rates to be quoted including carriage complete job). a) With bond stone. |
88 | b) Without Bond stone. |
89 | Form work: Centering and shuttering including strutting, propping etc and removal form for: (Rates to be quoted including carriage complete job). a) Foundation, footings, bases of columns etc for mass concrete. |
90 | b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
91 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering shuttering finishing and reinforcement all work upto plinth level (Rates to be quoted including carriage complete job). a) 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). |
92 | b) 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). |
93 | Reinforce cement concrete work in walls (any thickness) including attached Pilasters , buttresses, plinth and strange courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement (Rates to be quoted including carriage complete job). a) 1:1½:3 (1 Cement: 1½ Coarse sand: 3 graded stone aggregate 20mm nominal size). |
94 | Filling available excavated earth (excluding Rocks) in trenches plinth sides of foundations etc in layers not exceeding 20cms in depth. |
95 | Steel reinforcement for RCC work including strutting, cutting, bending, placing in position and binding all complete upto plinth level a) Thermo mechanically treated bars of grade FE-500D or more. |
96 | Supply of Fitter (2nd class) |
97 | Supply of Labour (Mazdoor) |
98 | Supply of Masson (2nd Class) |
99 | Locating/Tracing of Blockages/leakages including excavation of pits. |
100 | Welding, including transportation of plant at site etc. complete. |
101 | Electric Welding |
102 | Clearing snow (with frost) from roads manually using picks and Shovels, snow depth upto 150mm |
103 | In soils mixed with moorum/Kankar/Shingle/boulders, disposal lead upto 50m and lift upto 1.5m. |
104 | Making connections of G.I. Pipe Distribution Branch with G.I. main of following size providing and fixing tee, including cutting and threading the pipe etc. complete. a) 8.1} 25mm to 40mm nominal bore |
105 | b) 8.2} 50mm to 80mm nominal bore |
106 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto 1 distance of 50 m outside the periphery of the area cleared |
107 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed) |
108 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth inCement Mortar 1:4 (1 cement : 4 coarse sand) |
109 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth inCement mortar 1: 6 (1 cement: 6 coarse sand) |
110 | Half Brick masonry with bricks of class designation 75 in foundation and plinth in Cement Mortar 1:4 (1 cement : 4 coarse sand) |
111 | Providing and laying in position cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level (1: 4: 8) 1. Cement: 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed. |
112 | Dry stone pitching (any thickness) excluding cost of stones On Slopes |
113 | Hand packing stones in wire-crates, excluding cost of crates and stones |
114 | Dumping of stone (excluding cost of stone) in horizontal on level. |
115 | Clearance of GSR/ST/Dug well/OHT/Intake Tank by way of deployinglabour and disposal of rubbish as per direction of Engineer-in- charge |
116 | Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) All works upto plinth level |
117 | Providing and laying cement concrete 1:1.5:3 mix Walls |
118 | Providing and laying cement concrete 1:1.5:3 mix Slabs |
119 | Whitewashing one or more coat on old work |
120 | Form work for Edges of slab |
121 | RCC 1:1.5:3 all work upto plinth level |
122 | 6mm Plaster on cement concrete or RCC work with white cement based polymer modified self curing mortar of approved make as per directions of Engineer-In- Charge |
123 | Removing white colour wash by scraping and sand papering and preparing the surface smooth incl. necessary repairs to scratches etc. complete |
124 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade |
125 | Painting with oil type wood preservative of approved brand and manufacture an old work (one or more coat) |
126 | Renewing Glass Planes with Putty and nail wherever necessary incl. taking out old putty float glass panes of thickness 4.0mm |
127 | Repair to plaster thickness 12mm to 20 mm in patches of area 2.5Sqm incl. cutting patches in proper shape and plastering wall surface with white cement polymer self curing incl. disposal of rubbish. All complete |
128 | Barricading by way of fitting of G.I. pipes (20mm to 50mm) including loading/unloading of Pipes and other material from Divisional Store to site of work and back to Divisional Store.Complete job. |
129 | Steel work welded in built of sections/framed work including cutting, hosting, fixing in position and applying or priming coat of approved steel primer using structural steel in grating, frames, guard bar, ladder, railing, brackets, gate and similar works. |
130 | Opening of old wire crates and rebindingafter filling |
131 | Hand packing stone in wire crate excluding cost of crates and stones |
132 | Providing and fixing of PVC Wall Paneling of approved brand including all necessary fittings.Complete job. (LMR) |
133 | Providing and fixing of PVC Ceiling Paneling of approved brand including all necessary fittings.Complete job. (LMR) |
134 | Providing and fixing of Electric fitting with 15Watt LED Lights including all necessary fittings (including Wire, LED Lights/Switches & Sockets etc.) Complete job. (LMR) |
135 | Repairs to GM Gate Valves by way of replacing spindle rods/packing: .(LMR) rate paid as per actual. a) GM Gate Valve 100mmØ |
136 | b) GM Gate Valve 80mmØ |
137 | c) GM Gate Valve 65mmØ |
138 | d) GM Gate Valve 50mmØ |
139 | e) GM Gate Valve 40mmØ |
140 | f) GM Gate Valve 32mmØ |
141 | g) GM Gate Valve 25mmØ |
142 | Repairs to Sluice Valves by way of replacing spindle rods/packing: .(LMR) a) Sluice Valves 200mmØ |
143 | b) Sluice Valves 150mmØ |
144 | c) Sluice Valves 100mmØ |
145 | d) GM Gate Valve 80mmØ |
146 | Providing and fixing brass bib cock of approved quality. (a) 15 mm nominal bore |
147 | (b) 20 mm nominal bore |
148 | Providing and fixing Angle cock of approved quality(LMR)(a) 15 mm nominal bore |
149 | (b) 20 mm nominal bore |
150 | Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810gms. |
151 | Providing/fitting of Health Faucet Jaquar, Cera & Hindware or Equivalent make (LMR) |
152 | Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 (a) Upto 300 mm dia. |
153 | (b) Above 300 mm dia. |
154 | Semi Rigid PVC waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm I/C PVC waste fittings |
155 | Semi Rigid PVC waste pipe for sink and wash basin 40 mm dia with length not less than 700 mm I/C PVC waste fittings |
156 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring Conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed Pipes. (a) 75mm diameter |
157 | (b) 110mm diameter |
158 | Carriage of material from source to site of work by an average distance 10Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) G.I. Pipes. |
159 | Carriage of material from source to site of work by an average distance 10Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) HDPE Pipes. |
160 | Carriage of material from source to site of work by an average distance 10Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) Cement |
161 | Carriage of material from source to site of work by an average distance 10Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) sand/ (20mm aggregate) |
162 | Carriage of material from stacking place to site of work average 200Mtrs by Head Load (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) G.I. Pipes. |
163 | Carriage of material from stacking place to site of work average 200Mtrs by Head Load (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) HDPE Pipes. |
164 | Carriage of material from stacking place to site of work average 200Mtrs by Head Load (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) Cement |
165 | Carriage of material from stacking place to site of work average 200Mtrs by Head Load (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) Steel |
166 | Carriage of material from stacking place to site of work average 200Mtrs by Head Load (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) sand/(20mm aggregate) |
167 | Carriage of stone aggregate 40mm and above from nearest source to site of work incl. loading, unloading and stacking complete Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) by an average distance 10Km by M.T. |
168 | Carriage of stone aggregate 40mm and above from nearest source to site of work incl. loading, unloading and stacking complete Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) by an average distance 200Mtr by HL |
169 | Carriage of stone from nearest source to site of work incl. loading, unloading and stacking complete Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) by an average distance 10Km by M.T. |
170 | Carriage of stone from stacking place to site of work incl. loading, unloading and stacking complete Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022)by an average distance 200Mtr. by M.T. |
171 | Carriage of Bricks from source to site of work incl. loading, unloading and stacking complete Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) by an average distance 10Km by M.T. |
172 | Carriage of material from stacking place to site of work average 200m by Head Load Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) Bricks. |
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