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| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF PUMP HOUSE SIZE (3.60 x 3.00 x 3.00 M) CUM CHLORONATING ROOM (2.80 x 1.50 x 3.00 M)- 15 NOS. AS PER DEPARTMENTAL TYPE DESIGN & DRAWING |
| 2 | Excavation of Earth in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50m and lead upto 50m refilling, watering ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to 50m. form the centre of the foundation trenches. |
| 3 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 4 | (a) First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work. |
| 5 | (b) Same as above in item-3 (A) but for one brick thick wall for super structure. |
| 6 | (c) Same as above in item-3 (B) but for 1/2 brick thick wall in 1:4 |
| 7 | 20mm thick damp proof coarse with cement & approved coarse sand in proportion of 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all materials, labour, for completion of the work and including curring and shuttering as necessary. |
| 8 | RCC work in lintel in 1:2:4 cement, coarse sand and 20mm gauge approved stone ballast excluding supply fixing in position and binding with wire, centering & shuttering, necessary curing and supply of all materials, labour T&P etc. required for proper completion of work. |
| 9 | Same as above in item - 5 but in slab |
| 10 | Mild steel or iron work in plain work such as R.C.C. work (when not including in over all rates) wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastage. |
| 11 | Supply of all materials labour, T&P etc. required for making iron door and windows frames with grills etc complete with required size (40x40mm) of angle iron I Door frame windows with grills. |
| 12 | Supply and fix 40mm thick ISI marked flush door and window shutters including supply and fixing of wooden cleats and stops and fixing and adjustment of hinges, bolts, locks, Handles springs and other fitting but excluding painting and supply of fittings. Sal wood |
| 13 | 25mm thick 1:2:4 plain cement concrete floor & appron with cement coarse sand and 20mm gauge stone ballast laid in panels, finished with 3mm floating coat of neat or cement and marble dust in ratio 1:5 or as specific over and including 75mm thick base concrete consisting of cement local sand and first class brick ballast 40mm gauge in proportion of 1:6:12 and removing over lapping of mortar at the joints of panels if any and giving uniform finish including supply of all materials labour T&P etc. required for proper completion of work. |
| 14 | 12mm thick plaster with cement mortar 1:4 consisting of cement coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc. required for proper completion of work. |
| 15 | Painting or varnishing of new iron work or new wood work with one coat priming and two coats of approved high grade enamel paint including supply of all materials labour, T&P etc. required for proper completion of the work. |
| 16 | White washing 3 coats with white cement including supply of all materials labour T&P etc required for proper completion of the work. |
| 17 | Apex Ultima/ Acrylic Exterior/interior paint of approved brand & manufacturer & of required shade on undercoated wall surfacevto give an uniform surface over one primer coat of white cement of approved brand after thoroughly brushing and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T&P etc required for proper completion of work. |
| 18 | Rolled steel joist fixed in position including cost of joist and all labour in handing and hoisting etc. complete (RS Joist 250mmx125mmx37.3Kg/m) |
| 19 | Supply and fixing 100mm dia AC down pipe complete with nose, head, bend and grating with necessary MS clamps 25x3mm fixed with 6mm dia nalls and including supply of all materials, labour T&P etc. required for proper completion of the work & repair of plaster painting etc. It damaged during the fixing. |
| 20 | Supply and fix RCC Precast Jali |
| 21 | (i) 30x30 cm. |
| 22 | (ii) 40x30 cm |
| 23 | SETTLING CHAMBER 1.50m X 1.50 m x1.00m V NOTCH FOR BYE PASS ARRANGEMENT OF T.W. AS PER DEPARTMENTAL TYPE DESIGN & DRAWING |
| 24 | RISING MAIN AND BYE PASS ARRANGEMENT FOR ZONE- I to XI |
| 25 | Supply of the following pipes including railway freight, insurance charges F.O.R. etc. complete. From Tube wells to OHT including bye pass |
| 26 | 125 mm dia D.I. Class K-9 |
| 27 | 150 mm dia D.I. Class K-9 |
| 28 | Supply of D.I. specials for the above pipe lines |
| 29 | Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials, labour and T&P, testing etc. complete. From Tube wells to OHT including bye pass |
| 30 | 125 mm dia D.I. Class K-9 |
| 31 | 150 mm dia D.I. Class K-9 |
| 32 | Earth work in ordinary soil with lift upto 1.50m and lead upto 50m, filling, watering and ramming of excavated earth into the trenches and disposal of surplus earth upto 50m. |
| 33 | Supply of following sizes of C.I. D/F sluice valves as per I.S. 780-1960 tested to 10 Kg/sqm fixing in pipe line trenckes, jointing and testing complete. |
| 34 | 125 mm dia |
| 35 | 150 mm dia |
| 36 | Carting of D/F sluice valves of following sizes to the site of works lowering them into already prepared trenckes and fixing them in position including supply of jointing materials suck as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete. |
| 37 | 125 mm dia |
| 38 | 150 mm dia |
| 39 | Supply of all materials, labour, T&P and construction of masonary type chambers as per type design including supply and materials, labour and T&P, testing etc. complete. |
| 40 | Provision of Thrust block as per type design for various dia in M-20 including required reinforcement |
| 41 | Dismantling and reinstatement of Bituminous Road surfaces for lying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 42 | Bituminous Road |
| 43 | Interlocking Road |
| 44 | CONSTRUCTION OF OHT 1300 KL CAPACITY/25M STAGNIG FOR ZONE -1 |
| 45 | Supply of all the materials, labour T&P for construction of 1300 KL capacity/ 25m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides |
| 46 | in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. |
| 47 | cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes |
| 48 | with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. Thesebed blocks should support on the raft and not on the soil |
| 49 | Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department. |
| 50 | CONSTRUCTION OF OHT 400KL CAPACITY/24 M STAGNIG FOR ZONE -2 |
| 51 | Supply of all the materials, labour T&P for construction of 400 KL capacity/ 24m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides |
| 52 | in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. |
| 53 | cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes |
| 54 | with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. Thesebed blocks should support on the raft and not on the soil |
| 55 | Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department. |
| 56 | CONSTRUCTION OF OHT 1300 KL CAPACITY/25 M STAGNIG FOR ZONE -3 |
| 57 | Supply of all the materials, labour T&P for construction of 1300 KL capacity/ 25m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides |
| 58 | in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be |
| 59 | minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. |
| 60 | Supply of fixing, jointing of following size of D.I. D/F pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. Thesebed blocks should support on the raft and not on the soil |
| 61 | Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department. |
| 62 | LAYING OF DISTRIBUTION SYSTEM & ITS APPURTENANT WORKS |
| 63 | Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches. |
| 64 | Supply of the following sizes of pipes confirming to I.S. 4984:1995, I.S.-8329/2000 latest relevant of I.S.S. with couplers etc complete in all respect F.O.R. destination including all taxes and insurance. |
| 65 | HDPE Pipe PN-6 (O. D.)PE-100 |
| 66 | 90 mm dia |
| 67 | 110 mm dia |
| 68 | 140 mm dia |
| 69 | 160 mm dia |
| 70 | DI Pipe K-7 |
| 71 | 200 mm dia |
| 72 | 250 mm dia |
| 73 | Addition (DI K-7) Pipe for connecting overflow to main supply |
| 74 | 250 mm dia |
| 75 | Supply of Specials for above pipe F.O.R destination including all Taxes and insurance. |
| 76 | HDPE Pipe PN-6 (O. D.)PE-100 - 5% of item No. (2.50 to 2.53) |
| 77 | DI Pipe K-7 - 10% of item No. (2.55 to 2.57) |
| 78 | DI Pipe K-7 - 10% of item No. (2.59 to 2.61) |
| 79 | Carting from the store (up to 8 Km.) The following sizes of pipe and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. complate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. |
| 80 | HDPE Pipe PN-6 (O. D.)PE-100 |
| 81 | 90 mm dia |
| 82 | 110 mm dia |
| 83 | 140 mm dia |
| 84 | 160 mm dia |
| 85 | DI Pipe K-7 |
| 86 | 200 mm dia |
| 87 | 250 mm dia |
| 88 | Addition (DI K-7) Pipe for connecting overflow to main supply |
| 89 | 250 mm dia |
| 90 | Supply of following types of fittings including railways freight, cartage up to store, all taxes and duties complete. |
| 91 | C.I. Double flanged Sluice /Scour Valves as per I.S. 780/1969 class-1 working pressure 10 Kg/sqm F.O.R Destination including all taxes and insurance. |
| 92 | C.I. Double flanged Sluice Valves |
| 93 | 80 mm |
| 94 | 100 mm |
| 95 | 125 mm |
| 96 | 150 mm |
| 97 | 200 mm |
| 98 | 250 mm |
| 99 | Scour Valves |
| 100 | 80 mm dia |
| 101 | Air Valves |
| 102 | 25 mm |
| 103 | Fire Hydrants |
| 104 | 80 mm |
| 105 | Carting of following fittings of following sizes to the site of works lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as bolt nut, rubber insertion white lead etc. including testing but excluding supply. |
| 106 | C.I. Double flanged Sluice Valves |
| 107 | 80 mm |
| 108 | 100 mm |
| 109 | 125 mm |
| 110 | 150 mm |
| 111 | 200 mm |
| 112 | 250 mm |
| 113 | Scour Valves |
| 114 | 80 mm dia |
| 115 | Air Valves |
| 116 | 25 mm |
| 117 | Fire Hydrants |
| 118 | 80 mm |
| 119 | Supply of all materials, labour T&P Etc. required for construction of following chambers as per departmental type design & drawing. |
| 120 | Surface Box Type |
| 121 | Masonry Type |
| 122 | Air Valves |
| 123 | Fire Hydrants |
| 124 | Thrust Block |
| 125 | Dismantling of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m. |
| 126 | B.O.E. ROAD 60% old bricks |
| 127 | Bituminous Road |
| 128 | CC Road |
| 129 | Inter locking Road |
| 130 | Reinstatment of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m. |
| 131 | B.O.E. ROAD 60% old bricks |
| 132 | Bituminous Road |
| 133 | CC Road |
| 134 | Inter locking Road |
| 135 | Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete. |
| 136 | upto 3.5 M wide |
| 137 | 3.50M to 7.0 M wide |
| 138 | 7.00 M to 12.0 M wide |
| 139 | Crossing of Road for laying pipe line including supply and materials labour, T&P etc. complete. |
| 140 | 3.5 M wide Road |
| 141 | 7.0 M wide Road |
| 142 | Provision for laying of pipeline by trenchless technology including supply of different sizes M.S. casing pipe, labour T&P etc. required for proper completion of the work. As per carrier dia. |
| 143 | 200 mm |
| 144 | Provision for laying of pipeline by trenchless technology under Railway Lines including supply of different sizes M.S. casing pipe, other recommendations of Railway, labour T&P etc. required for proper completion of the work. As per carrier dia. |
| 145 | 200 mm |
| 146 | Charges payable to Railway Department for permission of crossing of Railways. |
| 147 | Charges payable to NH Department for permission of crossing of Roads |
| 148 | Charges payable to Forest Department for permission of crossing Roads. |
| 149 | House Connection and related works |
| 150 | Making House Connection in new distribution line including supply, carting of specials, Lowering them into trenches, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work. |
| 151 | In B.O.E. Roads |
| 152 | For 90 mm to 110 mm dia |
| 153 | For 140 mm to 160 mm dia |
| 154 | For 200 mm to 250 mm dia |
| 155 | In Bitumin Roads |
| 156 | For 90 mm to 110 mm dia |
| 157 | For 140 mm to 160 mm dia |
| 158 | For 200 mm to 250 mm dia |
| 159 | In C. C. Roads |
| 160 | For 90 mm to 110 mm dia |
| 161 | For 140 mm to 160 mm dia |
| 162 | For 200 mm to 250 mm dia |
| 163 | In C. C. Interlocking tiles Roads |
| 164 | For 90 mm to 110 mm dia |
| 165 | For 140 mm to 160 mm dia |
| 166 | For 200 mm to 250 mm dia |
| 167 | In Earthen Roads |
| 168 | For 90 mm to 110 mm dia |
| 169 | For 140 mm to 160 mm dia |
| 170 | For 200 mm to 250 mm dia |
| 171 | CONSTRUCTION OF BOUNDARY WALL, GATE, SITE DEVELOPMENT & APPROACH ROAD FOR NEW CAMPUSES IN ZONE- 2 |
| 172 | Provide all materials; labour T&P etc. for the construction of 1.20m high Boundary wall as per departmental type design direction of Engineer-in-charge. |
| 173 | Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design and fixing of gate 3.6 m wide gate and 1.2m wicket gate. |
| 174 | Provide all materials, labour T&P etc. required for proper completion of work and construct Interlocking approach road. |
| 175 | Provide all materials, labour T8P etc. required for proper completion of work including leveling, dressing excavation and filling of earth where necessary for develop of water works site including carriage of earth. |
| 176 | Construction of Drain as per type design in all materials, labour T&P etc. required for proper completion of work inside campous for proper drainage. Size (300 mm x 300 mm). |
| 177 | Provision of Solar Lighting in campus as per direction of Engineer-in-charge including all materials, labour T&P etc complete. |
| 178 | CONSTRUCTION OF HALF SET SINGLE ROOMED QUATERS FOR OPERATING STAFF AS PER DEPARTMENTAL TYPE DESIGN (4 Nos) |
| 179 | Excavation in foundation in ordinary soil (loan, clay, and / or sand) including lift up to 1.5m and leap up to 50m refilling, watering, and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches,or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. |
| 180 | Concrete with 40 mm gauge brick ballast, coarse sand and cement in proportion of 1:6:12 in foundation including supply of all materials, labour, T&P etc required for proper completion of work. |
| 181 | First class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour T&P etc required for proper completion of work. |
| 182 | 25 mm thick damp proof coarse with cement ,stone grit 12mm and coarse sand in the proportion of 1:1.5:3 including approved water-proofing materials including supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work. |
| 183 | Sand filling in the foundation including supply of labour,material ,T&P etc . |
| 184 | Ist Class brick work in 1:4 cement and coarse sand mortar in superstructure including supply of all material, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick). |
| 185 | 12 mm thick plaster with cement and coarse sand mortar in proportion of 1:4 over brickwork, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work. |
| 186 | 20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials, labour ,T&P etc for proper completion of work. |
| 187 | Same as above but in proportion 1:4 with cement and coarse sand mortar, over ceiling. |
| 188 | Struck pointing in cement mortar 1:2 with colouringmaterial to match with the brickwork colour including supply of all materials ,labour, T&P etc required for proper completion of work. |
| 189 | R.C.C. work with Cement approved Coarse sand and 20mm Gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors, windows & sunshade excluding reinforcement and its bending but including its fixing and binding the same 24 B WG wire in position with supply all materials labour T&P etc required for proper completion of work. |
| 190 | Mild steel or iron work in RCC or RB work (when not included in overall rates ) brought to required shape as necessary ,including bending and supply of steel and wastage for completion of work |
| 191 | Supply and fixing of MS angle iron chaukhats of 40x40x6mm size including simoe moulding straight work as in chaukhats and also supply of all materials ,labour, T&P etc required for proper completion of work. |
| 192 | Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting ,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work. |
| 193 | Mild steel grill in windows wrought to required form including supply of labour, steel ,T&P etc for proper completion of work. |
| 194 | 25 mm thick (1:2:4) plain cement concrete floor with cement course sand and 20 mm gauge stone ballast, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified, and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. including 75 mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all materials, labour T&P etc required for proper completion of work. |
| 195 | Same as item no 16 above but 40 mm thick over base concrete consisting of cement, coarse sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide. |
| 196 | First class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work. |
| 197 | Supply of 40 mm thick sheesham wood door/window shutters with 9 mm thick Plywood or pressed Wood pannels and fixing Cleats, stops, hinges, locks, bolts, handlers , spring and other fittings. (Excluding suply of Fittings). |
| 198 | Supply and fixing of oxidized iron fittings of approved make for doors and windows. |
| 199 | Painting or Varnishing new iron work or new wood work with one coat priming and two coat of approved paint or Vamish inclduing supply of all materials, labour T&P etc. complete required for proper completion of the work. |
| 200 | White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work |
| 201 | Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 202 | Painting with premium acrylic smooth paint with silicon additive of approved brand and manufacture such as Berger, Apex Ultima, Shalimar, Asian paints & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with wall putty or approved synthetic material & sand papered smooth including cost of all materials. |
| 203 | Provide all material, labour, T&P etc. and construct 100 mm dia semi circular C.C. covered drain inclduing rendering the surface smooth with neat cement. |
| 204 | Supply of all materials, labour,T&P etc and construct inspection chamber as per type design and drawing. |
| 205 | Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc. |
| 206 | Supply of all material ,labour,T&P etc fixing of water tap required for proper completion of the work. |
| 207 | Supply of all material ,labour,T&P etc fixing of float valve required for proper completion of the work. |
| 208 | Supply and fixing of 110mm dia PVC pipe from U trap to septic tank including supply of all special materials required for proper completion of the work. |
| 209 | Provision for internal electrification including supply of all materials, labour, T&P etc. complete. |
| 210 | Supply and fix 110mm dia PVC down Pipe with rose heads,bends, gratings with necessary MS clamps 25mmx 3mm fixed with walls including supply of 150mm long ,6mm dia nails including supply of all materials ,labour etc for proper completion of work. |
| 211 | 20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials, labour ,T&P etc for proper completion of work. |
| 212 | Construction of septic tank and soak pit including supply of materials labour etc complete. |
| 213 | Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank. |
| 214 | Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 215 | Provision for electrification inside and outside of the quarter. |
| 216 | Construction of Master Control Room of size 8mX10m as per direction of engineer-in-charge. |
| 217 | E&M Work - Tubwell related. |
| 218 | Zone 1 &3 |
| 219 | Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 220 | Transportation of 600 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 221 | Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 222 | Transportation of tubewell assemnly including Loading , unloading with labour etc complete in all respect . |
| 223 | Barricading |
| 224 | Logging of Bore |
| 225 | Drilling of 600mm dia bore from G.L. to 100m BGL. |
| 226 | Drilling of 600mm dia bore from G.L. to 100m BGLto 200m BGL. |
| 227 | Drilling of 500mm dia bore from 200m BGL to 300m BGL. |
| 228 | Drilling of 500mm dia bore from 301m BGL to330m BGL. |
| 229 | Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 300m BGL. |
| 230 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 48m BGL. |
| 231 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 48m BGL to 100m BGL. |
| 232 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 200m BGL. |
| 233 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 201m BGL to 300m BGL. |
| 234 | 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , 10 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . |
| 235 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 45 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 15 no center guide etc comp in all respect. |
| 236 | 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site. |
| 237 | Development of tube well by 600 PSI air compressor |
| 238 | Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 239 | Cutting of housing cover by gas cutter |
| 240 | Development of tube well by 3 cusec O.P. Unit. |
| 241 | Re-welding of Tube well cover by Electric welding |
| 242 | Chemical and bacteriological test. |
| 243 | Zone Testing in water quality problem areas including all required material, labour, T&P etc. complete in all respect. |
| 244 | Cement Sealing Work |
| 245 | Supply & Lowering of 90 mm dia PVC gravel feed pipe in both side of T.W. assembly. |
| 246 | Zone- 2 |
| 247 | Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 248 | Transportation of 600 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 249 | Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 250 | Transportation of tubewell assemnly including Loading , unloading with labour etc complete in all respect . |
| 251 | Barricading |
| 252 | Logging of Bore |
| 253 | Drilling of 600mm dia bore from G.L. to 100m BGL. |
| 254 | Drilling of 600mm dia bore from G.L. to 100m BGLto 200m BGL. |
| 255 | Drilling of 500mm dia bore from 200m BGL to 300m BGL. |
| 256 | Drilling of 500mm dia bore from 301m BGL to330m BGL. |
| 257 | Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. |
| 258 | Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. |
| 259 | Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 200m BGL. |
| 260 | Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 201m BGL to 300m BGL. |
| 261 | TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) |
| 262 | 200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , 10 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . |
| 263 | 150mm dia MSERW 7.1mm thick plain /slotted pipe including with 45 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 15 no center guide etc comp in all respect. |
| 264 | 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site. |
| 265 | DEVELOPMENT OF TUBE WELL |
| 266 | Development of tube well by 600 PSI air compressor |
| 267 | Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 268 | Cutting of housing cover by gas cutter |
| 269 | Development of tube well by 3 cusec O.P. Unit. |
| 270 | Re-welding of Tube well cover by Electric welding |
| 271 | Chemical and bacteriological test. |
| 272 | Zone Testing in water quality problem areas including all required material, labour, T&P etc. complete in all respect. |
| 273 | Cement Sealing Work |
| 274 | Supply & Lowering of 90 mm dia PVC gravel feed pipe in both side of T.W. assembly. |
| 275 | Pumping Plant and Instrumentation of 1000 LPM 57&58 M Head New T/W (Zone-1 & 3) |
| 276 | SITC of 1000 LPM, 57,58 m /(sutible) head 2900rpm, 25 HP submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 24 meter column pipe, NRV, CI D/F Bend 90 Degree, CI A/F Tee, D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc. |
| 277 | Supply & Erection of Servo Stabilizer of 40 KVA |
| 278 | Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work. |
| 279 | CE / UL certified Intelligent smart energy meter |
| 280 | Motor Operated Actuator with Sluice Valve (100mm) |
| 281 | CE / UL certified Electromagnetic flowmeter of size:100mm |
| 282 | Digital Soft starter (22 KW) |
| 283 | Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) |
| 284 | CE / UL certified Hydrostatatic type sub soil water level transmitter |
| 285 | CE / UL certified Pressure Transmitter |
| 286 | CE / UL certified Surge protector for control panel |
| 287 | CE / UL certified 7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters |
| 288 | Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. |
| 289 | Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT |
| 290 | Pumping Plant and Instrumentation of 500 LPM 51 &56 M Head New T/W (Zone-2) |
| 291 | SITC of 500 LPM, 51,56 m (sutible)head 2900rpm, 12.5 HP submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 24 meter column pipe, NRV, CI D/F Bend 90 Degree, CI A/F Tee, D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc. |
| 292 | Supply & Erection of Servo Stabilizer of 20 KVA |
| 293 | Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work. |
| 294 | CE / UL certified Intelligent smart energy meter |
| 295 | Motor Operated Actuator with Sluice Valve (100mm) |
| 296 | CE / UL certified Electromagnetic flowmeter of size:100mm |
| 297 | Digital Soft starter (7.5 KW) |
| 298 | Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) |
| 299 | CE / UL certified Hydrostatatic type sub soil water level transmitter |
| 300 | CE / UL certified Pressure Transmitter |
| 301 | CE / UL certified Surge protector for control panel |
| 302 | CE / UL certified 7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters |
| 303 | Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. |
| 304 | Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT |
| 305 | Required Equipment to be installed at OHT (Zone-1) |
| 306 | Motor operated Sluice Valve with Actuator 200 mm Size |
| 307 | Motor operated Sluice Valve with Actuator 250 mm Size |
| 308 | Ultrasonic Level Sensor |
| 309 | Required Equipment to be installed at OHT (Zone-2) |
| 310 | Motor operated Sluice Valve with Actuator 250 mm Size |
| 311 | Ultrasonic Level Sensor |
| 312 | Required Equipment to be installed at OHT (Zone-3) |
| 313 | Motor operated Sluice Valve with Actuator 200 mm Size |
| 314 | Ultrasonic Level Sensor |
| 315 | 02 Nos DMA Equipment for Zone-1 |
| 316 | Double Solenoid Flow Control Valve 250 mm size |
| 317 | Pressure Transmitter |
| 318 | Mannual Pressure Transmitter with Display |
| 319 | CE / UL certified Electromagnetic flowmeter of size 250 mm size |
| 320 | SCADA Compatible Chlorinating Plant |
| 321 | Resedual Chlorine Analyser |
| 322 | 01 No. DMA Equipment for Zone-2 |
| 323 | Double Solenoid Flow Control Valve 250 mm size |
| 324 | Pressure Transmitter |
| 325 | Mannual Pressure Transmitter |
| 326 | CE / UL certified Electromagnetic flowmeter of size 250 mm size |
| 327 | SCADA Compatible Chlorinating Plant |
| 328 | Resedual Chlorine Analyser |
| 329 | 03 Nos. DMA Equipment for Zone-3 |
| 330 | Double Solenoid Flow Control Valve 200 mm Size |
| 331 | Double Solenoid Flow Control Valve 250 mm size |
| 332 | Pressure Transmitter |
| 333 | Mannual Pressure Transmitter |
| 334 | CE / UL certified Electromagnetic flowmeter of size 250 mm size |
| 335 | CE / UL certified Electromagnetic flowmeter of size 250 mm size |
| 336 | SCADA Compatible Chlorinating Plant |
| 337 | Resedual Chlorine Analyser |
| 338 | CE & UL approved manufacturer’s RTU/ PLC in IP 65 encloser suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified, one for each tubewell to store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations |
| 339 | G.S.M./G.P.R.S. based wireless communication with 4G Modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant |
| 340 | Installation, commissioning & testing |
| 341 | Test and trial run for 3 Months period of complete tubewell |
| 342 | Local Control Station (LCS) For 08 Nos T/Ws & 03 Nos OHTs, |
| 343 | SCADA DISPLAY |
| 344 | CE/UL & BIS Certified industrial grade LED MONITOR with latest configuration as per specification. 65\\" |
| 345 | Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid doucments. |
| 346 | CE/UL Certified 3 KVA UPS with batteries as per spec mentioned in technical bid document. |
| 347 | Full development version of required TAGS SCADA Software with coustomization of software for LCS as per requirement as per spec mentioned in technical bid documents. |
| 348 | CE/UL certified master control room PLC with redundant CPU & power supply at LCS in IP54 enclouser as spec mentioned in technical bid documents. |
| 349 | GSM based 'wireless/Broadband/Equipment communication system for PLC capable to tranfer & received data & gather data from remote sites to control station, All accessories included signal enhancer antenna along with running expellees till DLP |
| 350 | CE/UL Ceritified Firewall for network protection total. |
| 351 | SURGE PROTECTOR FOR ETHERNET communication protection. |
| 352 | CE/UL certified industrial grade Ethernet Switch. |
| 353 | Canon/HP or equivalent Laser Printer 1018 or equivement. |
| 354 | Security Surveillance IP camera with recorder (optional) |
| 355 | Installation, Commissioning & testing including required furniture, A/c etc. |
| 356 | Trial run for 3 month period of LCS Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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