Tender For Survey, Design & Construction Of Works Consisting Of Intake Chamber, 18.00 Mld Water Treatment Plant, 1500 Kl Sump-Cum-Clear Water Reservoir, Pump Houses, 01 No (2250 Kl) Master Balancing Reservoir (Mbr), 03 Nos Over Head Tanks (300 Kl, 35
Tender Value
79.95 Crore
Estimated cost
Bid Submission
21 Jul 2026
10 days left
EMD
1.05 Crore
Bank guarantee accepted
Document Fee
29500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Survey, Design & Construction Of Works Consisting Of Intake Chamber, 18.00 Mld Water Treatment Plant, 1500 Kl Sump-Cum-Clear Water Reservoir, Pump Houses, 01 No (2250 Kl) Master Balancing Reservoir (Mbr), 03 Nos Over Head Tanks (300 Kl, 350 Kl & 950 Kl), Supplying, Carting, Laying & Jointing Of Raw Water Gravity Main, Rising Main, Feeder Mains/Supply Mains, Distribution Network, Road Reinstatement Works & Supply Installation Testing and Commissioning of Pumping Plants, Automation Works And All Other Appurtenant Works Including Civil & Electro-Mechanical Works Specified In The Boq Of Tender Document With 05 Years O&M Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Sahastradhara Road Water Supply Scheme Under Amrut 2.0 Programme
BOQ
| Sl. No. | Item Description |
| 1 | Design, Construction, Testing and Commissioning of 18 MLD Capacity Water Treatment Plant (WTP) on turnkey basis, conforming to CPHEEO Manual, relevant BIS/IS Codes and approved design standards, including design vetting by competent authority. The plant shall be designed for a hydraulic capacity of 21.6 MLD considering 20% overload. The scope of civil works shall include Cascade Aerator, Inlet Channel, Flash Mixer, Clariflocculator/Tube Settler, Rapid Gravity Filter House comprising four (04) working filter beds of 4.5 MLD capacity each and one (01) standby filter bed, Chemical House for Alum/Lime/Poly dosing system, Chlorination Building, Pump House foundations and structures, Sludge Handling Units, Wash Water Recovery System, Administrative-cum-Laboratory Building, Storm Water Drainage System, Rain Water Harvesting Structures, landscaping, MS pipe inserts, puddle collars, embedded parts, and all CI/DI interconnecting piping up to 5 metres outside each treatment unit.The work shall include all RCC, PCC, masonry, plastering, waterproofing, finishing works, water-tightness testing of all liquid retaining structures, geotechnical investigations (if required), preparation and approval of drawings, quality control, testing and commissioning support, complete in all respects.The contractor shall undertake a three (03) month trial run of the plant followed by five (05) years comprehensive Operation and Maintenance (O&M rates asking separately below in BOQ) of all civil components and associated systems covered under the contract. |
| 2 | 18 MLD Capacity |
| 3 | Storage Works |
| 4 | Supply of all materials, labour, T &P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 12 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.l. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 12.00 meter. |
| 5 | OHTV2250 KL, Staging 12 m at Kulhan near Pacific Golf Estate |
| 6 | OHT 300 KL ,Staging 18m At Chalang |
| 7 | OHT 350 KL ,Staging 25m At Kharsi |
| 8 | OHT 950 KL ,Staging 20m At Dhoran |
| 9 | Supply of all materials, labour, T &P etc and construction of R.C.C. Sump Well following capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 |
| 10 | 1500 KL Capacity |
| 11 | Demolishing R.C.C. work by mechanical means and stockpilling at designated locations and disposal of dismantled materials up to lead of 1 kilometre, stacking serviceable material seprately including cutting reinforcement bars |
| 12 | For Existing CWRs |
| 13 | Pipe Line work |
| 14 | Road Dismantling |
| 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 90% of CC Road |
| 16 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 17 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 18 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 19 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge |
| 20 | Bituminous road |
| 21 | Excavation for Pipe Line trench |
| 22 | 0.0 to 1.5 M depth |
| 23 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 24 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. |
| 25 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 26 | 1.50 to 3.0 M depth |
| 27 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. With Every additional 1.5 mt Lift. |
| 28 | Excavation in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. With Every additional 1.5 mt Lift. |
| 29 | Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m(intake Well) |
| 30 | All kinds of soil |
| 31 | Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for overall dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW and depth up to 3M. |
| 32 | 1.8m x 2.0m Ht |
| 33 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 34 | Providing and Laying of Pipe Line |
| 35 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API Pipes confirming to API 5L/ISO: 3183, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 36 | 125 mm dia API 5L Pipe, t=4.8mm |
| 37 | 150 mm dia API 5L Pipe, t=4.8mm |
| 38 | 200 mm dia API 5L Pipe, t=4.8mm |
| 39 | 550 mm dia API 5L Pipe, t=6.4mm |
| 40 | Provision for cutting, welding of API pipe and making Bends as per reqiuirment, Tee, Reducers etc @ 5 % of the cost of pipe including all labour material T & P, testing of pipe joint etc complete, as per direction of engineer in charge |
| 41 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. |
| 42 | D.I. Pipe S&S K-7 |
| 43 | 100 mm DI-K7 |
| 44 | 125 mm DI-K7 |
| 45 | 150 mm DI-K7 |
| 46 | 200 mm DI-K7 |
| 47 | 250 mm DI-K7 |
| 48 | 300 mm DI-K7 |
| 49 | 350 mm DI-K7 |
| 50 | 500 mm DI-K7 |
| 51 | Providing & Fixing D.I D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. |
| 52 | Sluice Valve PN16 |
| 53 | 80 mm dia |
| 54 | 100 mm dia |
| 55 | 125 mm dia |
| 56 | 150 mm dia |
| 57 | 200 mm dia |
| 58 | 250 mm dia |
| 59 | 300 mm dia |
| 60 | 350 mm dia |
| 61 | 400 mm dia |
| 62 | 550 mm dia |
| 63 | Providing & Fixing D.I. D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. (PN 10, For gravity main - 500mm dia) |
| 64 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete for scouring purpose at bypass arrangements. |
| 65 | 100 mm dia 3.2 mm thick. |
| 66 | Providing, carting, laying & jointing of following sizes of Pipes including all fittings, specials required for proper completion of work as per departmental type design & drawing.G.I. pipe as per IS: 1239/ 1985 Part-I |
| 67 | 80 mm dia (heavy duty Class -C) |
| 68 | Provision for Fitting and specials. |
| 69 | Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2000 |
| 70 | Up to 600 mm Ø |
| 71 | Providing and laying D.I.specials of class K-12 suitable for Mechanical jointing as per IS 9523-2000 |
| 72 | Up to 600 mm Ø |
| 73 | Providing, Lowering, into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. |
| 74 | PE-100 Grade: PN-8.0 (8.0 Kg/SqCm) |
| 75 | 90 mm dia |
| 76 | 110 mm dia |
| 77 | Providing & Fixing D.I. D/F Non Return Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. |
| 78 | Non Return Valve PN 16 |
| 79 | 100 mm dia |
| 80 | 125 mm dia |
| 81 | 150 mm dia |
| 82 | 200 mm dia |
| 83 | 500 mm dia |
| 84 | 550 mm dia |
| 85 | P/F C.I. Air Valve Double Acting in position including all material, labour, T&P etc complete.(PN16) |
| 86 | 25 mm dia |
| 87 | 40 mm Temper proof Air valve |
| 88 | 50 mm Temper proof Air valve |
| 89 | 80 mm Temper proof Air valve |
| 90 | 100 mm Temper proof Air valve |
| 91 | Providing, supplying, transporting, lowering, fixing, jointing and testing of Pressure Reducing Valve (Pilot Operated type) conforming to relevant IS/ISO standards, suitable for potable water supply, PN-16/PN-25 rating, flanged ends, epoxy coated internally and externally, complete with isolation valves, pressure gauges and fittings, suitable for installation on buried API 5L steel water pipeline application. |
| 92 | 100 mm dia |
| 93 | 125 mm dia |
| 94 | 150 mm dia |
| 95 | 200 mm dia |
| 96 | 250 mm dia |
| 97 | Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines inline type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five year battery life) Communication: UART/RS485, suitable against antifraud attempts etc. including all necessary fittings complete |
| 98 | OHT/CWR Inlet |
| 99 | 100 mm |
| 100 | 125 mm |
| 101 | 150 mm |
| 102 | 200 mm |
| 103 | 250 mm |
| 104 | P/F Zero Velocity Valve / Water hammer arrestor including all material, labourer, T&P etc complete. |
| 105 | 200 mmdia |
| 106 | Providing and fixing Fire Hydrant Valve confirming to IS:5290 (Flanged) in position including all material, labour, T&P etc complete |
| 107 | 80 mm dia |
| 108 | Providing and erecting 2.0 m high temporary MS barricading with panels of size 2.5 m × 2.0 m, made from MS angle/hollow sections and covered with 1.63 mm MS sheet, fixed by welding/riveting. Panels shall have 0.5 m ground clearance (overall height 2.5 m), with proper bracing, base support (ISLC channel), and anchoring using expansion fasteners to prevent overturning.The work includes painting, signage, traffic diversion arrangements (signals, reflectors, lights, flags, caution tape), as directed by the Engineer-in-Charge. Barricading shall be maintained, shifted as required, and retained till completion, including all labour, materials, equipment, and incidentals. Removal only after approval.Quantity: 100 m at each of 5 simultaneous work sites. |
| 109 | Disposal of Material (lead upto 10km) |
| 110 | Carriage of Material by Mechanical Mean |
| 111 | Earth |
| 112 | Thrust block |
| 113 | Provide and lay P.C.C 1:3:6 with cement, local sand and 40 mm gauge stone ballast including supply of all material labour T&P required for proper completion of the work in foundation. |
| 114 | Providing Thrust block (Concrete of M25 grade with minimum cement content of 330 kg /cum) |
| 115 | Providing Thrust block as per unit estimate. |
| 116 | 0.60 m x 0.60 m x 0.60 m |
| 117 | 1.00 m x 1.00 m x 1.00 m |
| 118 | 1.20 m x 1.20 m x 1.20 m |
| 119 | 2.00 m x 2.00 m x 2.00 m |
| 120 | 2.50 m x 2.50 m x 2.50 m |
| 121 | 2.80 m x 2.80 m x 2.80 m |
| 122 | Protection works |
| 123 | Protection work for Clear water Conveyence main from WTP to main road in the hilly Tarrain. |
| 124 | Excavation for foundation in Soil mixed with boulders. |
| 125 | PCC 1:3:6 including supply of all materials, labour, T&P etc. complete |
| 126 | Encasing for Nala/ River Crossing |
| 127 | Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line. |
| 128 | Pipe Anchoring |
| 129 | Encasing : Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C, work including necessary formworks centring scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement. Concrete grade M-25 minimum cement content 330 Kg/cum |
| 130 | Encasing : Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centring scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement. Concrete grade M-25 minimum cement content 330 Kg/cum |
| 131 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement - All work upto plinth level. |
| 132 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 133 | Side Column,mid column,base,top slab,back support |
| 134 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing on position and binding all complete |
| 135 | Using Thermo-Mechanically Treated Bars |
| 136 | Centering, shuttering including struttings, propping etc. and removal of form work |
| 137 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 138 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 139 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 140 | Constructing masonry Chamber 200x200x150 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 for Pipes dia greater than 500mm. |
| 141 | Constructing masonry Chamber 2m x2m x1.8m, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, RCC slab 1:2:4 cement sand and 20mm grit necessary excavation foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 .12mm thick finished with floating coat of neat cement chambers as per type design including supply of all materials labour T&P etc complete |
| 142 | Road Reinstatement |
| 143 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. |
| 144 | 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) |
| 145 | Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. |
| 146 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineering-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 147 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 148 | Making connection from gravity main pipeline at ground to Exisitng OHT/GSR including arrangement for vertical pipe, inlet, etc. Providing, laying, jointing of DI D/F K-9/API/MS ERW including clamps, scaffolding, cutting holes, provising puddles, and making good the same, empting OHT/GSR, cleaning internal and external surface of OHT/ GSR and Testing as per relevant IS code for leakage and carrying out necessary work to eliminate leakage in connection and repair of other necessary items of OHT , and disinfection of OHT/GSR, etc. To complete the work as per directions of Engineer-in-charge. |
| 149 | Disinfection |
| 150 | Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory. |
| 151 | 80 mm dia |
| 152 | 100 mm dia |
| 153 | 125 mm dia |
| 154 | 150 mm dia |
| 155 | 200 mm dia |
| 156 | 250 mm dia |
| 157 | 300 mm dia |
| 158 | 350 mm dia |
| 159 | 550 mm dia |
| 160 | Disposal of Material (lead upto 10km) |
| 161 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 162 | Bituminous Road Reinstatement |
| 163 | Providing and Spreading RBM i.e., River Bed Material (treated /surface course material )in uniform layer with motor grader on prepared surace with rotavator and compacting with smooth wheeled roller to achieve the desired density. |
| 164 | WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per Technical Specification Clause 405. |
| 165 | By Manual Means |
| 166 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 167 | By Manual Means |
| 168 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 169 | By Manual Means |
| 170 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. For VG 10 |
| 171 | Over normal bituminous surfaces @0.35kg/sqm, |
| 172 | Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.for Grading II - 26.5mm nominal size |
| 173 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects for Grading I - 13mm using Bitumen VG - 30 (bituminous binder @ 4.5 % of mix) |
| 174 | Building works |
| 175 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils. (Site development) |
| 176 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr inclu. getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soils. |
| 177 | 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 50 m and lift upto 1.5 m. |
| 178 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.) |
| 179 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 180 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 181 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement- all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size) |
| 182 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size) |
| 183 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
| 184 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 185 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 186 | Side Column,mid column,base,top slab,back support |
| 187 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 188 | Slab beams,& plinth beams |
| 189 | Suspended floors, roofs, landings, balconies and access platform. |
| 190 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 191 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 192 | Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 193 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 194 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required |
| 195 | Fixing glass panes, with putty and nails wherever necessary 4 MM thick (weight not less than 10kg/sqm) |
| 196 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.) |
| 197 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm |
| 198 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 199 | 250x10 mm |
| 200 | 150X10 MM |
| 201 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper |
| 202 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 203 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 204 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 205 | 6 mm cement plaster 1:3 (1 cement: 3 fine sand) on ceiling (for 100 sqmt) |
| 206 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 207 | 15 mm cement plaster on rough side of single or half brick wall of mix 1: 4 (1 cement: 4 fine sand) |
| 208 | Provide 15 mm thick plaster in 1:6 cement and sand mortar (Rough outer side) |
| 209 | White washing with lime to give an even shade: New work (three or more coats) |
| 210 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer) |
| 211 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 212 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 213 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 214 | Providing and fixing M.S. grills of required pattern in frame fixed to windows, ventilators by welding. |
| 215 | Using M.S. angles 40x40x6 mm for diagonal braces. |
| 216 | Provide acrylic smooth exterior paint (two or more coats) to give an even shade. |
| 217 | Painting on doors and windows (two or more coats) over and including one priming coat. |
| 218 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
| 219 | Random rubble masonry with hard stone in foundation and plinth including leveling with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 220 | Providing and fixing glass strips in joints of cement concrete floors 40 mm wide and 4 mm thick. |
| 221 | Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after leaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 222 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 223 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level |
| 224 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 225 | Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc |
| 226 | 300x16 mm |
| 227 | 250X16 MM |
| 228 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. |
| 229 | 250x10 mm |
| 230 | 150X10 MM |
| 231 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. |
| 232 | 125 mm |
| 233 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. |
| 234 | 300 mm weighing not less than 200 gms. |
| 235 | Providing and fixing fly proof galvanised M.S wire gauge to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. (With 12 mm mild steel U beading.) |
| 236 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. |
| 237 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 238 | Profile 'B' (Single Pattam) Fixing with adjustable lugs with split end tail to each jamb |
| 239 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge |
| 240 | Profile 'E' (Double Pattam) |
| 241 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 242 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes |
| 243 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 110 mm diameter |
| 244 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised 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. 110 mm. |
| 245 | Bend 87.5 degree 110 mm bend |
| 246 | Shoe (Plain) 110 mm Shoe |
| 247 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including 110 mm |
| 248 | Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 18 mm thick |
| 249 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 250 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 251 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 252 | Size of Tile 60x60 cm |
| 253 | Providing and laying Vitrified tiles in different sizes {thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1: 3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 254 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1: 4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 255 | Granite stone slab of any colour and shade Area of slab over 0.50 sqm. |
| 256 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 257 | Granite work |
| 258 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 259 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 260 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. |
| 261 | (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. |
| 262 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs |
| 263 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 264 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. |
| 265 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 266 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 267 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 268 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 269 | New work (two or more coats) over and including priming coat with cement primer |
| 270 | Finishing walls with water proofing cement paint of required shade |
| 271 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 272 | Providing gala 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1: 3 (1 cement : 3 fine sand) as per standard design: |
| 273 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1: 3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 274 | Grading roof for water proofing treatment with cement concrete 1:2:4 including all material labour T& P etc complete. |
| 275 | Electrical work |
| 276 | WGPVCPT Point wiring in PVC conduit, with piano type switch: Wiring for light point/ fan point/ exhaust fan point/ recessed PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S box and earthing the point with 1.5 sq. mm. FR PVC insulated copper conductor single core cable etc. as required. |
| 277 | Group B |
| 278 | WGSTLPTTC Twin Control point wiring in PVC conduit, with paino type switch: Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size Gl box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc. as required. |
| 279 | WGPVCPP2 Power plug wiring in PVC conduit (2x4 sq. mm): Wiring for light/ power plug with 2x4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 280 | WGPVCSB Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. |
| 281 | 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire |
| 282 | LPACCPT S/F light plug point piano type accessories: Supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 anos socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). |
| 283 | PPACCPT S/F power plug point plano type accessories: Supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. |
| 284 | ITCFFSUR ITC fluorescent fitting directly on surface: Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 285 | ITCCFFC ITC ceiling fan with cover on fan box: Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq, mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 286 | ITCER S/F resistance type ceiling fan regulator: Insallation, testing and commissioning of resistance type ceiling fan regulator, in existing switch box including connection with 1.5 sq. mm FR PVC insulated, copper conductor,single core cable. earthing the regulator etc. as required. |
| 287 | SPMCBDB S/F SP MCB DB: Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnectios, phosphatized and powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator) |
| 288 | 8 way Single door |
| 289 | EARTHING |
| 290 | EARGIPL copper earth plate electrode: |
| 291 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 292 | EARG125X6 S/L 25 mm x 5 mm G.I. earth strip in ground: |
| 293 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 294 | HPMV / HPSV street light: |
| 295 | Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. |
| 296 | Out side of Building |
| 297 | CEILING FAN |
| 298 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal (Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 299 | 1200 mm sweep |
| 300 | 900 mm sweep |
| 301 | LED Down lighter (SMD Type) (System lumen efficacy >135lm/Watt) Supplying, Installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round /square/Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range - 5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K/ 4000°K /5700°K / 6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body including trim . |
| 302 | LED Batten light (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P.F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 303 | MCBC S/F 'C' series, SP MCB Supplying and fixing 5 amps to 32 amps rating, 240 volts, 'C' series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 304 | Supply of ceiling fans 1400 mm |
| 305 | Supply of regulators |
| 306 | Supply of florocent tube lights 1200 mm |
| 307 | water supply works |
| 308 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 15 mm dia nominal bore |
| 309 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) |
| 310 | 15 mm dia nominal bore |
| 311 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 312 | 15 mm nominal bore. |
| 313 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 314 | 15 mm nominal bore. |
| 315 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 316 | 15 mm nominal bore. |
| 317 | Providing and fixing gun metal non-return valve of approved quality (screwed end) |
| 318 | 25 mm nominal bore (Horizontal) |
| 319 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet, and overflow pipes but without fitting and the base support for tank. |
| 320 | sanitary |
| 321 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 322 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good |
| 323 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250mm. |
| 324 | Providing and fixing 100 mm sand cast iron grating for gully, floor or nahani trap. |
| 325 | Providing and fixing soil, waste and vent pipes Sand cast iron S&S pipe as per IS: 1729. |
| 326 | 100 mm dia. |
| 327 | 75 mm dia |
| 328 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litre with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. |
| 329 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 330 | ToiletSingle half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 331 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- |
| 332 | (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 333 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 334 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 335 | Rectangular shape 453x357 mm |
| 336 | Providing and fixing toilet paper holder : |
| 337 | Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture |
| 338 | 150 mm diameter |
| 339 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded |
| 340 | 150 mm diameter S. W. pipe |
| 341 | Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. |
| 342 | With F.P.S Brick class designation 75 |
| 343 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse |
| 344 | With F.P.S. bricks with class designation 75 |
| 345 | SEPTIC TANK & SOAK PIT |
| 346 | Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand). |
| 347 | S/Filling brick ballast 50 mm size |
| 348 | 12 mm cement plaster finished with a floating coat of neat cement of mix |
| 349 | 1:3 (1 cement : 3 fine sand) |
| 350 | Manhole cover |
| 351 | Inlet & outlet pipePipe 100 mm dia |
| 352 | Internal Roads and paths in WTP campus |
| 353 | CC pavement with vacuum dewatered concrete in M 30 |
| 354 | 1 lane (3.5m wide) Road length= 250 meters Inside of WTP Plot |
| 355 | Footpath with PCC base, 60mm thick paver blocks and kerb stone edging including Ramp for internal movement |
| 356 | Within WTP along Road. (Road length= 500 m) X (1.5 m shoulder/ footpath on both side = 3m wide and ramps for internal movement upto WTP Units. (Ramps for internal movement to units 60m) X (3m wide) |
| 357 | Street lighting with LED |
| 358 | Supplying, installation, testing and commissioning of LED street / compound / high mast / pathway / landscape lighting for the entire campus |
| 359 | Horticulture works |
| 360 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2) parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
| 361 | Holes 90 cm dia, and 90 cm deep |
| 362 | Holes 60 cm dia, and 60 cm deep |
| 363 | Holes 45 cm dia, and 45 cm deep. |
| 364 | Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 365 | Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge. |
| 366 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v |
| 367 | Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 368 | Beldar |
| 369 | Maintenance of earthen potted plants in displayed at ground floor only in bungalow, office complex including application of good earth, manure, insecticide, pesticide and fertilizer, removing of dry parts by pruning, cleaning dry leaves and displaying in appropriate place and replacement of broken pots colouring of pots and change of location of pots and replacing with fresh plants as and when required (Materials provided by the department) as per direction of officer in charge (For Earthen pot 750 Nos) |
| 370 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. For protection work ar river.All kinds of soil |
| 371 | For ordinary rock |
| 372 | 0 to 1.5m below GL |
| 373 | 1.5 to 3m below GL |
| 374 | All kinds of soil |
| 375 | 0 to 1.5m below GL |
| 376 | 1.5 to 3m below GL |
| 377 | RR Stone Masonry 1:4 including supply of all materials, labour, T&P etc. complete |
| 378 | 0 to 1.5m below GL & 1.5 to 3m GL |
| 379 | PCC Coping 1:2:4 including supply of all materials, labour, T&P etc. complete |
| 380 | Compound wall & M.S Gate |
| 381 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary or hard rockExtra for every additional lift of 1.5 m or part thereof in excavation banking excavated or stacked materials. -Ordinary or hard rock |
| 382 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centring, shuttering, finishing and reinforcement as per direction of the engineer-in charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum ement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 383 | All works upto plinth level Concrete of M25 grade with minimum cement content of 350 kg/cum |
| 384 | All works above plinth level Concrete of M25 grade with minimum cement content of 350 kg/cum |
| 385 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)l |
| 386 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) |
| 387 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc, complete. |
| 388 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 389 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S Tube |
| 390 | House Service Connection & Water Meter |
| 391 | Providing Connection to new consumer for water supply during Laying |
| 392 | 15 mm |
| 393 | 20 mm |
| 394 | 25 mm |
| 395 | 40 mm |
| 396 | P/F Multijet domestic mechanical Water Meter Class-B dry dial, magnetically coupled, temper proof confirming to IS: 779-1994 or ISO: 4064 IP68 in position including all material, labour, T&P etc complete. |
| 397 | 15mm (ISI marked) |
| 398 | Repairing of Pipeline damaged during excavation for pipeline trenches |
| 399 | For Household Connections 15 mm 25 mm |
| 400 | For Distribution line (80 mm to 150 mm Dia) |
| 401 | Operation and maintenance. |
| 402 | Operation and Maintenance of 18 MLD capacity Water Treatment Plant at Asthal village Maldevta Road and associated Rising Main/Gravity Main/Distribution Pipeline network for a period of 5 years including deployment of qualified manpower, supply of all chemicals like Alum, Lime, Chlorine, Poly-electrolyte, carrying out routine repair & maintenance of all civil units, daily laboratory testing of raw & treated water as per IS:10500-2012, sludge handling & disposal from clariflocculator/filter backwash to designated site, maintaining log books, energy audit, and handing over the plant in satisfactory working condition after contract period. Scope includes pipeline maintenance i.e. leakage detection & repair, replacement of damaged valves/air valves/washout valves/sluice valves, scouring, chlorination of pipeline, and attending consumer complaints within 24 hrs. All consumables, tools, tackles, safety equipment, and statutory compliance in contractor’s scope. Excludes cost of power charges which will be paid by Department directly. |
| 403 | For 1st Year |
| 404 | For 2nd Year |
| 405 | For 3rd Year |
| 406 | For 4th Year |
| 407 | For 5th Year |
| 408 | Elecrical and mechanical works |
| 409 | Supply, Installation, Testing and Commissioning Of Following Pumping Plant near WTP with Acessories. |
| 410 | Multistage Centrifugal Pump for clear water with set of coupling and coupling guards with following specification of 4700 lpm clear water against a total head of 280 mtrs |
| 411 | Electric motor squirrel cage/TEFC type/1450 rpm(IE3) suitable to operate on 415+/- 10% volts, 3 phases 50 C\s AC supply |
| 412 | MS fabricated heavy duty base plate for mounting above pump and motor. |
| 413 | SITC of LT Soft Starter Panel for above motor ,with all accessories |
| 414 | MS sheet steel fabricated dust and vermin proof cubical type floor mounting control panel as per site requirement |
| 415 | APFC panel as per site requirement |
| 416 | 630 mm2 size 3.5 core aluminium conductor armoured XLPE sheathed cable of 1.1 KV grade. |
| 417 | 95 Sq. mm ,PVC insulated 3- core Flat submersible cable (double run) |
| 418 | Jointing material |
| 419 | Complete double loop GI earthing as per site requirement |
| 420 | Main piping and valves as per site requirement at pumping station of WTP |
| 421 | Guages sets as per site requirement at pumping station of WTP |
| 422 | Tong Tester clamp type |
| 423 | Tools such as spanner set, pliers, hammers, screw drivers, crimping tools, bearing pullers etc. required for maintenance of pumping plants. |
| 424 | Supply of class-B, rubber resistance sheet suitable for 11 KV as per IS 15652 : (2006) |
| 425 | Electric Hoist Operated Overhead Crane with 7 Ton capacity, 6.0 m lift chainpulley block with travelling arrangement. |
| 426 | Unforseen items as per site requirement at pumping station of WTP |
| 427 | Painting of pumping plants as per site requirement at pumping station of WTP |
| 428 | Wiring point for light point, fan point etc. as per site requirement at pumping station of WTP |
| 429 | submain alongwith earth wire with 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 430 | submain alongwith earth wire with 2x4 sq. mm + 1x4 sq. mm earth wire |
| 431 | Supply and fixing of Piano type 5 amp switch on the existing switch board. |
| 432 | Supply and fixing of 3 pin 5/6 amp socket outlet on the existing switch board. |
| 433 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface as required. |
| 434 | S/F of 8 Way double door S.P.N. sheet steel, MCB DB |
| 435 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB as required. |
| 436 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB as required. |
| 437 | Supply and fixing of bulk head light Bajaj / Philips / equivalent make |
| 438 | Supply and fixing of 40 W tube light complete in all respect |
| 439 | Supply and fixing of 14 watt LED luminary on above fitted Holder |
| 440 | Supply in fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete. |
| 441 | SITC of 2000 kVA, 11/0.433 kV, 3-phase, 50 Hz, distribution transformer, |
| 442 | Earthing and fencing of transformers as per site requirement at pumping station of WTP |
| 443 | Supply and laying of Al. conductor, 3 core PVC sheathed XLPE armoured HT cable of 120 sq. mm |
| 444 | SITC of 11 kV heat shrink type HT cable jointing kit ( 120 sq. mm size) |
| 445 | SITC of HT panel including VCB (11 kV, 800 A, 31.5 kA), 01 no. incomer & 02 nos. outgoings with load break switch |
| 446 | Earthing of HT panel at as per site requirement at pumping station of WTP |
| 447 | SITC of 750 kVA DG sets as per site requirement at pumping station of WTP |
| 448 | Earthing of DG Set for required no of GI earthing complete with supply of all material, labour and T&P required as per I.E rules |
| 449 | Lightening Arrestor for Transformer/DG yard |
| 450 | 630 mm2 size 3.5 core aluminium conductor armoured XLPE sheathed cable of 1.1 KV grade. |
| 451 | Fencing of DG Set and transformer yard completely as per required |
| 452 | SITC of servo voltage stablizer as per site requirement for WTP |
| 453 | Testing of all electro mechanical equipments -At works |
| 454 | Testing of all electro mechanical equipments-At site |
| 455 | Trial and Testing of Pumping Plant for period of 3 monthsTesting of all electro mechanical equipments |
| 456 | Supply, programming/ installation, and testing of a PLC-based automation panel / RTU panel integrated with a GSM/4G communication modem, suitable for remote monitoring and control of a motor and field instruments as per site requirement at pumping station of WTP |
| 457 | SITC of IOT based intelligent Pressure transmitter inside the pump house capable to communicate/transmit data to MIS as well as local control room server . |
| 458 | SITC of Actuator panels |
| 459 | SITC of valve actuator for 250 mm size |
| 460 | SITC of ultrasonic level transmitter system with all accessories |
| 461 | CCTV camera at as per site requirement at pumping station of MCS |
| 462 | Industrical type UPS of 5 KVA with 150 AH*2 Battery Unit, Backup For 2 Hours for control supply of automation at mps |
| 463 | Signal cabling between RTU/PLC and field instruments |
| 464 | Supply, Installation, Testing and Commissioning Of Following Pumping Plant near MBR with Acessories. |
| 465 | Submersible pump-set of 1900 lpm cold and clear water against a total head of 115 Mt with motor of suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(One No.as spare) |
| 466 | SITC of Starter cum panel for above submersible motor for operation of above pump set |
| 467 | Supply of 25 Sq. mm PVC insulated 3- core submersible cable. |
| 468 | Incomer panel having MCCB 250 Amp. with enclosure box as per site requirement at pumping station of MBR |
| 469 | SITC of Change over switch (250 Amp) for auxiallary power ( DG set ) |
| 470 | Supply of jointing material such as lugs, tapes etc. |
| 471 | G IEarthing / chemical earthing with all accesswories as per IE rule as per site requirement at pumping station of MBR |
| 472 | 150 mm dia MS column pipe assembly having thickness 7.1 mm both ends flanged etc. complete. |
| 473 | 150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 474 | 150 mm dia C.I. D/F Reflux valve PN-1.0 |
| 475 | Making arrangement for fitting of two pump set with special arrangement at per the Engineer In Charge with all specials |
| 476 | Supply of class-B, rubber resistance sheet suitable for 11 KV as per IS 15652 : (2006) |
| 477 | Testing of E/M equipments ,as per site requirement at pumping station of MBR- at works |
| 478 | Testing of E/M equipments ,as per site requirement at pumping station of MBR- at site |
| 479 | Painting of entire installation with 2 coats of super enamel paint as per site requirement at pumping station of MBR |
| 480 | SITC of t Servo voltage as per site requirement at pumping station of MBR |
| 481 | SITC of Change over switch (160 Amp) for auxiallary power ( DG set ) as per site requirement at pumping station of MBR |
| 482 | Supply & Laying of cable 185 sq. mm Al. conductor 3.5 core armoured cable. |
| 483 | SITC and programming of a PLC-based automation panel / RTU panelas per site requirement |
| 484 | S/F of IOT based Pressure transmitteras per site requirement |
| 485 | IOT based Electro magnetic 400 mm flow meter as per site requirement |
| 486 | S/ F of CCTV camera as per site requirement |
| 487 | S/F of Industrical type online UPS of 2 Kva as per site requirement |
| 488 | S/L of Signal cabling between RTU/PLC and field instrumentsas per site requirement |
| 489 | SITC of ultrasonic type level transmitter as per site requirement |
| 490 | Data transmission from LCS/ instruments to the MIS and other locations as per site requirement |
| 491 | S/F of Stand-alone solar pole light system as per site requirement |
| 492 | S/F of light point, fan point etc. as per site requirement. |
| 493 | S/L of submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm earth wire size as per site requirement |
| 494 | S/L of submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm earth wire size as per site requirement |
| 495 | S/F metal box of 180 mmx100mmx160 mmas per site requirement |
| 496 | S/F of 6 Way double door way S.P.N. sheet steel, MCB DB, 240 V as per site requirement |
| 497 | S/F 5 A to 32 A, 240 V, 10 KA, C serious MCB as per site requirement |
| 498 | S/F of double pole, 240 V, isolator as per site requirement |
| 499 | S/F of 20 W LED tubelight as per site requirement |
| 500 | S/F of LED external lightingas per site requirement |
| 501 | SITC of a 100 kVA, 11 kV/433 V distribution transformer |
| 502 | Supply, Installation, Testing and Commissioning Of Electro Mechanical equipments for WTP with Acessories. |
| 503 | SITC of electrical & mechanical equipments for 18 MLD (18,000 KLD) Capacity Conventional Water Treatment Plant at Dehradun, complete in all respects.as per site requirement. |
| 504 | “Providing comprehensive Operation & Maintenance (O&M) of complete electromechanical installations of 18 MLD WTP including WTP units, main pumping system, MBR, HT/LT systems, DG sets, pumps, motors, PLC/SCADA, instrumentation and allied equipment complete, including operation, preventive and breakdown maintenance, manpower, consumables, tools & tackles, testing and all incidental works, excluding diesel and electricity cost, complete in all respects as directed by Engineer-in-Charge.” |
| 505 | For first Year |
| 506 | For Second Year |
| 507 | For Third Year |
| 508 | For Fourth Year |
| 509 | For Fifth Year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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