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| 1 | Laying of different dia distribution pipe line - Earth work in all kinds of soil within 50mtr initial lead and 1.5 mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 2 | Cutting of C.C. road for taking C.I. pipes through. |
| 3 | C.C road cutting |
| 4 | Asphalt road cutting |
| 5 | Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K7 / K9 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter including transportation from Deptt. store to work site as per specification complete (Pipe shall be supplied by the Deptt.) |
| 6 | 150mm dia D.I.pipe (K7) |
| 7 | 200mm dia D.I.pipe (K7) |
| 8 | 250mm dia D.I.pipe (K9) |
| 9 | Supplying all labour and T&P for filling the trenches with excavated earth in layers and compacting etc. as per direction of the Engineer-in-charges. |
| 10 | Supplying of all materials, labour and T&P for laying in trenches C.I./D.I. specials conforming to I.S. specification of the following diameter as per P.H. specifications including carriage of materials from store to work site etc complete. (excluding earth work in excavation)as per the specifications and directions of Engineer-in-charge |
| 11 | Supplying all material labour and T&P for making of tyton joints using rubber rings of the following nominal diameter including testing of joints includingcost of rubber rings as per P.H. design and specification as per the direction of Engg-In-Charge (Excluding cost of rubber rings) |
| 12 | 150mm dia D.I.pipe (K7) |
| 13 | 200mm dia D.I.pipe (K7) |
| 14 | 250mm dia D.I.pipe (K9) |
| 15 | Supplying all materials, labour and T&P for fixing of sluice valve with double flanged end for water Work propose for the following rating and nominal diameter Including testing of joints as per specification & direction of Engineer-in-charge |
| 16 | 100mm dia Sluice vlave (PN-1.0) |
| 17 | 100mm dia Sluice vlave (PN-1.6) |
| 18 | 150mm dia Sluice vlave(PN-1.6) |
| 19 | 150mm dia N/R vlave(PN-1.6) |
| 20 | 200mm dia Sluice vlave(PN-1.6) |
| 21 | 250mm dia Sluice vlave(PN-1.6) |
| 22 | 250mm dia N.R vlave(PN-1.6) |
| 23 | 50mm dia DITamper proof Kinetic Air Valve |
| 24 | 80mm dia DITamper proof Kinetic Air Valve |
| 25 | Supplying all labour and T&P for conveyance of surplus earth to the out skirt of town (within 5.Km) by mechanical means |
| 26 | Construction of brick masonry sluice valve chamber as per P.H. design and specfication etc. all complete S.V. chamber of following size. |
| 27 | 100mm & 150mm dia SV chamber internal [0.75x0.75x1.225m] |
| 28 | 200mm & 300mm dia SV chamber internal [0.75x0.75x1.485m] |
| 29 | Supplying all labour and T&P for laying trenches M.S. pipe of following dia as per specification & direction of Engineer-in-charges. |
| 30 | 100mm dia M.S.pipe (4.00mm thickness) |
| 31 | 150mm dia M.S.pipe (4.50mm thickness) |
| 32 | 200mm dia M.S.pipe (6.30mm thickness) |
| 33 | 250mm dia M.S.pipe (6.30mm thickness) |
| 34 | Supplying all materials,labour and T&P such as welding machine,Oxyacetelen gas set and other consumables for fabricating following M.S.specials including welding charges as per direction of Engineer- in- charge etc all complete |
| 35 | 100mm.dia. M.S.flange (10mm thick) |
| 36 | 150mm.dia. M.S.flange (10mm thick) |
| 37 | 200mm.dia. M.S.flange (12mm thick) |
| 38 | 250mm.dia. M.S.flange (12mm thick) |
| 39 | 100 x 100 x 100 MS A/F Tee |
| 40 | 150 x 150 x 150 MS A/F Tee |
| 41 | 200 x 200 x 200 MS A/F Tee |
| 42 | 250 x 250 x 250 MS A/F Tee |
| 43 | 100mm.dia.M.S offset D/F Bend |
| 44 | 150mm.dia.M.S offset D/F Bend |
| 45 | 200mm.dia.M.S offset D/F Bend |
| 46 | 250mm.dia.M.S offset D/F Bend |
| 47 | Supplying all materials,labour,T&P for cutting of M.S Plate/Pipe line work upto 6mm thick with cost of oxygen & acetelene gas transporation charges of all machineries etc all complete. |
| 48 | Supplying all materials,labour,T&P for fillet welding to the M.S mambers at site by using welding machine & generator with transportation charges of machineries & cost of approved electrodes etc all complete. |
| 49 | Supplying all materials,labour and T&P and making flanged joints for MS pipes and specials of the following diameter including testing of joints as per specification all complete |
| 50 | 100mm.dia flanged joint |
| 51 | 150mm.dia flanged joint |
| 52 | 200mm.dia flanged joint |
| 53 | 250mm.dia flanged joint |
| 54 | Supplying all materials,labour and T&P for painting of MS pipe with Enamel Painting Two coat over one coat primer as per specification and direction of EIC. |
| 55 | Supplying all materials, labour and T&P and laying in trenches,HDPE pipesthe following nominal diameter and fittings including testing as per specification all complete.[including earth work in trenches.] |
| 56 | 110mm.dia. HDPE pipe |
| 57 | Supplying all materials, labour and T&P and fitting and fixing of following size PVC fitting as specification and direction of E.I.C |
| 58 | 110 x 110 x 110mm dia PVC Tee |
| 59 | 110mm dia PVC T.P Flange |
| 60 | 110mm dia PVC Socket |
| 61 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 62 | Cement concrete(1:2:4) with 12mm size hard granite chips |
| 63 | Supplying all materials, labour and T&P for connection of existingrising line and distribution line including cutting existing line as per specification and direction of E.I.C |
| 64 | Making inter-connection for 100mm.dia pipe line |
| 65 | Making inter-connection for 150mm.dia pipe line |
| 66 | Making inter-connection for 200mm.dia pipe line |
| 67 | Making inter-connection for 250mm.dia pipe line |
| 68 | Supplying all materials, labour, T&P for Construction of RCC thrust block offollowing size for supporting of pipe line as per specification and direction of E.I.C |
| 69 | (A) Construction of6nos RCC Thrust Blockof size 1.00 x 1.00 x 1.00 (size 1.00 x 1.00 x 1.00) - Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 70 | Filling foundation and plinth with sand watered and rammed |
| 71 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 72 | Cement concrete (1:1½:3) for R.C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 73 | M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge. |
| 74 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 75 | (B) Construction of4nos RCC Thrust Block(size 1.50 x 1.50 x 1.30) - Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 76 | Filling foundation and plinth with sand watered and rammed |
| 77 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 78 | Cement concrete (1:1½:3) for R.C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 79 | M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge. |
| 80 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 81 | Supplying all materials, labour, T&P for Construction of 4nos RCC Pillar 0.25 x 0.25 x 1.70m for supporting of pipe line as per specification and direction of E.I.C |
| 82 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 83 | Filling foundation and plinth with sand watered and rammed. |
| 84 | Cement concrete (1:3:6) with 4cm size hard granite metal. |
| 85 | Cement concrete (1:1½:3) for R.C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 86 | M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge. |
| 87 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 88 | Soil testing, Design, Construction, Testing and commissioning of following Capacity RCC OGR with piping arrangement up to 5.mtr from external face as per site condition including providing inlet, outlet, overflow, washout pipes, S.S. ladder, Lighting arrester with earthing arrangement, level indicator, Sluice valve arragement & Chambers etc. all complete as per direction of Engineer incharge. (At B.Ed college hill top) |
| 89 | Supplying all materials, labour, T&P forConstruction of Pump house of Size 4.00x 5.50m as per specification and direction of E.I.C |
| 90 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 91 | Filling foundation and plinth with sand watered and rammed |
| 92 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 93 | Random rubble stone masonry in cement mortar (1:6) in foundation and plinth |
| 94 | Brickwork with Fly Ash bricks in cement mortar (1:6) in Foundation and Plinth (23cm x 11cm x 8 cm) |
| 95 | Cement concrete (1:1½:3) for R.C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 96 | M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge |
| 97 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 98 | RCC Foundation & Plingth Bend |
| 99 | RCC Beam & Column. |
| 100 | Lintel Portion :- 2 x (5.73+4.23) x2.0 x 0.125 |
| 101 | Chhajja for slab. |
| 102 | 12mm. thick C.P. in cement mortar (1:6) for brick work. |
| 103 | Filling foundation and plinth with excavated materials |
| 104 | Cement concrete (1:3:6) with 12cm size hard granite chips |
| 105 | Cement concrete(1:2:4) with 6mm size hard granite chips |
| 106 | 20mm. thick C.P. in cement mortar(1:6) for stone work |
| 107 | Cement punning. |
| 108 | Fabricating, Supplying and fixing iron shutter with iron choukat made out of 35mm x 35mm x 5mm M.S. angle, 25mm x 6mm M.S. flat, and 18 guage M.S sheet fitted with aldrop, door handle, tower bolt etc complete |
| 109 | Fabricating, Supplying and fixing of M.S window grill made out of M.S flat 20mm x 4mm including labour charge for fixing etc complete |
| 110 | Priming two coat with any approved primer in wall |
| 111 | Distempering two coats with any approved shade |
| 112 | Painting two coats with Weather coat any approved shade |
| 113 | Painting two coats with approved Enamel paint in new or old iron work |
| 114 | Filling foundation and plinth with excavated materials |
| 115 | Supplying, Installation, Testing and commissioning of submersible pump set induction motor having head 45 mtr with dicharge 20 LPS of reputed make such as Kirloskar/ CRI/ Crompton/ KSB/ WILO etc.all complete as per specification and direction of Engineer-in-charge. |
| 116 | Supplying, installation testing of 20HP ATS Control Pannelsuitable for above centrifugal motorof reputed make. |
| 117 | Supplying all labour, materials, T & P for laying of following size cable as per specification and direction of E.I.C |
| 118 | 16sqmm 3 core copper cable |
| 119 | 35sqmm 3.5 core Aluminium cable |
| 120 | Supplying all materials, labour, T&P for Construction of 150mtr Protection wall aroung and 1.80m hight aroud the OGR as per specification and direction of E.I.C |
| 121 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge |
| 122 | Filling foundation and plinth with sand watered and rammed |
| 123 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 124 | Random rubble stone masonry in cement mortar (1:6) in foundation and plinth |
| 125 | 2.5cm thick damp proof course with C.C. (1:2:4) using 12mm size hard broken granite chips. |
| 126 | Brickwork with Fly Ash bricks in cement mortar (1:6) in Foundation and Plinth (23cm x 11cm x 8 cm) |
| 127 | Cement concrete (1:1½:3) for R.C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 128 | M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge |
| 129 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 130 | 16mm. thick C.P. in cement mortar (1:6) for brick work. |
| 131 | 20mm. thick C.P. in cement mortar (1:4) for stone work. |
| 132 | Fabricating, Supplying and fixing of M.Sgate made out of M.S flat and angelincluding labour charge for fixing etc complete |
| 133 | Priming one coat with any approved primer |
| 134 | Painting two coats with approved weather sealcoatin new or oldwork |
| 135 | Painting two coats with approved Enamel paint in new or old iron work |
| 136 | Filling foundation and plinth with excavated materials |
| 137 | Supplying all materials, labour, T&P for Construction of 200mtr C.C. Road(For 3.0 Mtr width Road) as per specification and direction of E.I.C |
| 138 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 139 | Supplying all materials, labour, T&P for Construction ofsubgrade / earthen shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement with all leads & lift etc. all completeby mechanical means as per specification and direction of EIC |
| 140 | Filling foundation and plinth with sand watered and rammed. |
| 141 | Cement concrete (1:4:8) with 4cm size hard granite metal. |
| 142 | Cement concrete(1:2:4) with 12mm size hard granite chips |
| 143 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 144 | Filling foundation and plinth with excavated materials |
| 145 | supplying, installation, testing , commissioning of distrubution panel for 2.nospump set including, MCCB, Busbar, CT Coil, Digital Amper meter, Volt meter, indicators, internal wiring etc. All complete forOdiguda Pump house |
| 146 | Supplying all materials, labour, T&P for R&B Road crossing for 3.nos location as per specification and direction of E.I.C |
| 147 | Supplying all materials , Labour Tools & plants for dismantling of Bituminous courses flexible pavemants and disposal od dismantled materials up to a lead of 1000 mtr ,stacking serviceable & unserviceable material separately all complete as per specification &the direction of engineer-in-charge. |
| 148 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 149 | Filling foundation and plinth with sand watered and rammed |
| 150 | Cement concrete (1:3:6) with 4cm size hard granite metal. |
| 151 | Cement concrete (1:1½:3) for C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 152 | Site development |
| 153 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 154 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 155 | Supplying all materials, labour, T&P for Yard lighting and approach road lighting around the OGR as per specification and direction of E.I.C. |
| 156 | Supplying and fixingof 8mtr long 4\" G.I. pipe for fixing of street light fittings including transporation, marcelling box with 6a.SP MCB, G.I. bracket concreting charges. |
| 157 | Supplying and fixing of 45Wt. LED streetlight fitting of Bajaj make |
| 158 | Supplying and Layingof 2 x 16sqmm PVC Al un-aroured cable of ISI marked |
| 159 | Supplying and Layingof 2 x 6sqmm PVC Al un-aroured cable of ISI marked |
| 160 | Earth work in excavation in all kind of soil & filling. |
| 161 | Provision for cement concrete (1:1.5:3) using 12mm size cbhg chips for jamming of MS angle etc. Complete at work site. |
| 162 | Supplying fitting and fixing Nut Bolt |
| 163 | Cost of materials. |
| 164 | 100mm C.I. S.V. (PN-1.0) |
| 165 | 100mm C.I. S.V. (PN-1.6) |
| 166 | 150mm C.I. S.V. (PN-1.6) |
| 167 | 150mm C.I. N/R Valve (PN-1.6) |
| 168 | 200mm C.I. S.V. (PN-1.6) |
| 169 | 250mm C.I. S.V. (PN-1.6) |
| 170 | 250mm C.I. N.R.V. (PN-1.6) |
| 171 | 50 mm dia DITamper proof Kinetic Air Valve |
| 172 | 80mm dia D.I Tamper proof kinetic air valves |
| 173 | 100mm dia C.Imechanical joint socket IS:13382/92 |
| 174 | 150mm dia C.Imechanical joint socket IS:13382/92 |
| 175 | 200mm dia C.Imechanical joint socket IS:13382/92 |
| 176 | 250mm dia C.Imechanical joint socket IS:13382/92 |
| 177 | 100mm dia C.Imechanical joint collar IS:13382/92 |
| 178 | 150mm dia C.Imechanical joint collar IS:13382/92 |
| 179 | 200mm dia C.Imechanical joint collar IS:13382/92 |
| 180 | Cost of Specials (100mm to 300mm dia ) |