Construction Of Oht Pipeline Rising Main House Connection Tubewell Pump House Staff Quarter Boundary Wall And Other Releated Works Etc. Dhanaura Reorganization Water Supply Scheme
Tender Value
21.26 Crore
Estimated cost
Bid Submission
01 Sep 2023
0 days left
EMD
22 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dhanaura → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Oht Pipeline Rising Main House Connection Tubewell Pump House Staff Quarter Boundary Wall And Other Releated Works Etc. Dhanaura Reorganization Water Supply Scheme
BOQ
| Sl. No. | Item Description |
| 1 | Civil Works |
| 2 | Rising Main |
| 3 | Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete |
| 4 | Supply of 200 mm dia D.I. Pipe Class K-9 for rising main conforming to latest relevent to I.S.8329/2000 specification including railway frieght, insurance charges F.O.R. and supply of D.I. specials etc. complete as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi, Elites India Pvt. Ltd., SGS India Pvt Ltd. New Delhi, & CIPET Lucknow. |
| 5 | Carting ,laying and jointing of 200 mm dia D.I. Pipe Class K-9 into the trenches including cost of all materials, labour and T&P, testing etc. complete. |
| 6 | Supply and carting up to site of work of the 200mm dia DI Pipe Class K-9 C.I./D.I.butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance |
| 7 | Construction of Sluice Valve Chamber Masonary Type as per departmental type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document. Internal Size 1.2 x1.2 x 1.25m with 150mm thick RCC Slab and 1:2:4 PCC base concrete in foundation 150mm thick |
| 8 | Design and construct Thrust Block made in R.C.C. with cement. coarse sand & 40mm gauge stone ballast in proporation 1:1.5:3 for pipeline, including supply of MS reinforcment wrought to required shape as necessary, its bending, fixing & binding the same with 0.50mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work and as per specification for RCC work given in the bid document as per instruction of Engineer-in-charge. |
| 9 | Mild steel or iron work in R.C.C. wrought to required shape nas necessary for thrust block including bending for proper completion of the work including supply of steel & wastage etc as per instructions of Engineer-in-charge For Zone-1. |
| 10 | Dismantling following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge. |
| 11 | Bituminous Surface |
| 12 | C.C. Road |
| 13 | Tiles Road |
| 14 | Reinstatement following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge. |
| 15 | Bituminous roads with granular sub base (G1-100mm, G2-75mm, G3-75mm thick), 50mm thick bituminous macadum over priming coat and tack coat and 30mm thick SDBC/BC over tack coat and disposal of all debris and surplus earth with in 8km distance or as per direction of Engineer-in-Charge, including all materials, labour, T&P etc. complete |
| 16 | CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 15cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete. |
| 17 | Interlocking Tile Road : Tiles must be of the thickness and grade similer to that of the dismantled tiles over base concrete 75mm thick P:C:C 1:4:8 cement, local sand & stone ballast as per existing road.The thickness of tiles shall be same as that of existing road, including all materials, labour, T&P etc. complete |
| 18 | Making interconnection in Existing Pipeline 200mm dia C.I./D.I. pipe including supply, carting of specials, lowering them into trenches, cutting, fixing them in proper alignment and jointing including bailing ou of water, necessary excavation for connection and barricating including all labour, T&P etc. required for proper completion of the work. |
| 19 | Distribution System |
| 20 | Supply of following size of pipe for distribution system conforming to latest relevent to I.S. 4984/2016 & 8329/2000 (HDPE Pipe and DI Pipe) specification including railway frieght, insurance charges F.O.R. and supply of HDPE & D.I. specials etc. complete as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi, Elites India Pvt. Ltd., SGS India Pvt Ltd. New Delhi, & CIPET Lucknow. |
| 21 | 110mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016 |
| 22 | 140mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016 |
| 23 | 160mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016 |
| 24 | 200mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 25 | 250mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 26 | 300mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 27 | 350mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 28 | 400mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 29 | 500mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 30 | Carting ,laying and jointing of HDPE Pipe PN-6 PE-100 &D.I. Pipe Class K-7 into the trenches including cost of all materials, labour and T&P, testing etc. complete. |
| 31 | 110mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016 |
| 32 | 140mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016 |
| 33 | 160mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016 |
| 34 | 200mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 35 | 250mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 36 | 300mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 37 | 350mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 38 | 400mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 39 | 500mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000 |
| 40 | Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete. |
| 41 | Supply and carting up to site of work of the following dia C.I./D.I.butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance |
| 42 | Sluice Valve 100mm dia |
| 43 | Sluice Valve 125mm dia |
| 44 | Sluice Valve 150mm dia |
| 45 | Sluice Valve 200mm dia |
| 46 | Sluice Valve 250mm dia |
| 47 | Sluice Valve 300mm dia |
| 48 | Supply of 50mm dia Air Valve screwed down type air valve with gun metal seat conforming to latest/relevent I.S. 780 specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer-in-charge. |
| 49 | Supply of 80mm dia Fire Hydrent underground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 100mm dia tail pieces, 100mm dia duck foot bend and 80mm dia standard makes iron copuling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete (including supply of jointing materials etc complete.) as per instructions of Engineer-in-charge. |
| 50 | Supply and carting up to site of work of the following dia C.I./D.I.butterfly/scour valve 100mm, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance |
| 51 | Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and alll materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document |
| 52 | Construction of Sluice Valve Chamber Masonary Type as per departmental type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document. Internal Size 1.2 x1.2 x 1.25m with 150mm thick RCC Slab and 1:2:4 PCC base concrete in foundation 150mm thick |
| 53 | Sluice Valve/Scour Valve Chamber Surface Box Type |
| 54 | Fire Hydrant Chamber |
| 55 | Air Valve Chamber |
| 56 | Construction of Single Tap Pillar type stand post as per type design as per instruction of Engineer-in-charge. |
| 57 | Dismantling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge. |
| 58 | B.O.E. Surface |
| 59 | Bituminous Surface |
| 60 | C.C. Road |
| 61 | CC Interlocking Tiles Road |
| 62 | Reinstatement of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge. |
| 63 | B.O.E. Road with 40% new brick and 60% used old bricks over 30mm compacted local sand including all materials labour, T&P etc. complete. |
| 64 | Bituminous roads with granular sub base (G1-100mm, G2-75mm, G3-75mm thick), 50mm thick bituminous macadum over priming coat and tack coat and 30mm thick SDBC/BC over tack coat and disposal of all debris and surplus earth with in 8km distance or as per direction of Engineer-in-Charge, including all materials, labour, T&P etc. complete |
| 65 | CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 15cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete. |
| 66 | Interlocking Tile Road : Tiles must be of the thickness and grade similer to that of the dismantled tiles over base concrete 75mm thick P:C:C 1:4:8 cement, local sand & stone ballast as per existing road.The thickness of tiles shall be same as that of existing road, including all materials, labour, T&P etc. complete |
| 67 | For Above 1m Wide Nala :Manufacturing supply and trannsportation up to site and handling of 150 mm dia heavy duty mild steel carrier (product) pipe having minimum internal dia of 150 mm dia and exernal dia of 160 mm confirming to I.S -3589 withinside surface of carrier pipe with high build epoxy to RDSO secification No M&C/PCN/111/88 to a dry film thickness of 250 microneland outer surface of carrier pipe by solvent less poly urethane to a dry film thickness of 1000 micron after sand blasting with 2.5 SA and proper preparatin of surface and Making hole of 150-160 mm dia in both abutment wall of drain/Nala pushing MS pipe and repairing/grouting of hole with 1:2:4 (cement coarse sand agrregate) for Nala crossing including all material labour T&P etc complete. |
| 68 | For Above 1m Wide Nala: Manufacturing supply and trannsportation up to site and handling of 200 mm dia heavy duty mild steel carrier (product) pipe having minimum internal dia of 200 mm dia and exernal dia of 220 mm confirming to I.S -3589 withinside surface of carrier pipe with high build epoxy to RDSO secification No M&C/PCN/111/88 to a dry film thickness of 250 microneland outer surface of carrier pipe by solvent less poly urethane to a dry film thickness of 1000 micron after sand blasting with 2.5 SA and proper preparatin of surface and Making hole of 200-220 mm dia in both abutment wall of drain/Nala pushing MS pipe and repairing/grouting of hole with 1:2:4 (cement coarse sand agrregate) for Nala crossing including all material labour T&P etc complete. |
| 69 | For Above 1 Wide Nala :Manufacturing supply and trannsportation up to site and handling of 250 mm dia heavy duty mild steel carrier (product) pipe having minimum internal dia of 250 mm dia and exernal dia of 270 mm confirming to I.S -3589 withinside surface of carrier pipe with high build epoxy to RDSO secification No M&C/PCN/111/88 to a dry film thickness of 250 microneland outer surface of carrier pipe by solvent less poly urethane to a dry film thickness of 1000 micron after sand blasting with 2.5 SA and proper preparatin of surface and Making hole of 250-270 mm dia in both abutment wall of drain/Nala pushing MS pipe and repairing/grouting of hole with 1:2:4 (cement coarse sand agrregate) for Nala crossing including all labour T&P including all material labour T&P etc complete. |
| 70 | Provision of crossing of state highway by trenchless technology for distribution main complete i.e. total material (including supply of all materials, labour T&P Machine etc. all work complete including MS casing pipe with epoxy coat both sides for 250mm dia and above |
| 71 | Making interconnection in Existing Pipeline 90-300mm dia A.C./PVC/HDPE pipe including supply, carting of specials, lowering them into trenches, cutting, fixing them in proper alignment and jointing including bailing ou of water, necessary excavation for connection and barricating including all labour, T&P etc. required for proper completion of the work. |
| 72 | Making ferrule connection of various nominal dia of new distribution mains in different type of roads with fixing of saddle piece, service connections, fittings, and fixing of brass ferrule of 15mm size including tapping the main. Include the cost of excavation and subsequent backfill of trenchs and cost of fittings and specials, including labour charges for cutting, threading & fitting of GI pipe and specials including supply of binding materials such as safeda and teflon tape etc. Including making hole in the wall for crossing of GI pipe also repairing the same with mortar and also including crossing of drain with all labour T&Petc. complete. including material i.e. 3.0 meter 20mm dia (OD) HDPE Pipe (12.5 kg/cm2), 2 meter 20mm (OD) GI pipe Class-B, EL-bow 20mm (OD) GI for above pipe Class -B, Clamp with Saddle, TAP/Stop Cock (Brass) 15mm, Ferrule brass HDPE 15mm with end cap (heavy duty), 20 mm dia PP-Adopter and 20 mm dia GI - Union. |
| 73 | FOR BOE ROAD |
| 74 | For 90mm to 110mm dia |
| 75 | For 125mm to 160mm dia |
| 76 | For 180mm to 250mm dia |
| 77 | For 300mm dia |
| 78 | For 350mm to 500mm dia |
| 79 | FOR CC ROAD |
| 80 | For 90mm to 110mm dia |
| 81 | For 125mm to 160mm dia |
| 82 | For 180mm to 250mm dia |
| 83 | For 300mm dia |
| 84 | For 350mm to 500mm dia |
| 85 | FOR BITUMINOUS ROAD |
| 86 | For 90mm to 110mm dia |
| 87 | For 125mm to 160mm dia |
| 88 | For 180mm to 250mm dia |
| 89 | For 300mm dia |
| 90 | For 350mm to 500mm dia |
| 91 | FOR INTERLOCKING TILES ROAD |
| 92 | For 90mm to 110mm dia |
| 93 | For 125mm to 160mm dia |
| 94 | For 180mm to 250mm dia |
| 95 | For 300mm dia |
| 96 | For 350mm to 500mm dia |
| 97 | Variation in 20 mm (OD) dia HDPE Pipe w.r.t 3.0 mtr |
| 98 | Variation in 20 mm (OD) dia GI Pipe w.r.t 2.0 mtr |
| 99 | Supply of all materials, labour, T&P etc. and repair of old RCC over head tank of 1250 KL capacity at 15 m staging including grouting, two coats of apex paint, repair of sluive valve, sluive valve chamber, stair case,railing, balcony, side drain, Painting & Varnishing of Pump House, Staff Quarter, Boundary Wall etc. all complete. (ZONE - I) |
| 100 | NEW OHT Zone 2Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. (ZONE-II) 2000 KL / 19.0 M StagingAll 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. Minimum depth of founditation below original ground level will be 2.0 M. Seismic effects and wind load should be taken into consideration as I.S. 1893for earthquake resistance and I.S. 875 part-III for wind load on structure. The asumed bearing capacity of soil has been taken as 8 M.T. sqm. 1m wide RCC stair case from ground lavel 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 in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome). 1 m wide R.C.C. 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, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. postsof 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 vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail. Electro Megnetic Flow Meter Lightening conductor as per I.S.S. 2309 of its latestmendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. D.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 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and execuvation in all types of soil.Inlet 250 mm, Outlet 500 mm, Over flow 400mm (must be connected in distribution system), Wash out 150 mm. Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels 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.Inlet 250 mm, Outlet 500 mm, Over flow 400mm (must be connected in distribution system). 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. These bed blocks should supported on the raft not on the soil. Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.Construction of washout/ overflow chamber as per departmental type design and drawing.Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.Testing & Commission etc. all complete work.Testing of bearing capacity of soil from a reorganized Govt. Engineering College or as directed by department. |
| 101 | Staff Quarter (As per type design & as per instruction of Engineer-in- charge) 1Set |
| 102 | Excavationinfoundationinordinary soil (loam,clay or sand ) including lift up to 1.50m&leadupto50m,refilling,watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 mfrom the center of the foundation trenches. |
| 103 | Concretewith40mmgaugestone ballast, local sand and cement in proportion in 12:6:1 in foundationincluding supply of all material,labour T & P etc. required for proper completion of work. |
| 104 | Ist. Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work. |
| 105 | 20 mm thick D.P.C.with cement and approvedcoarsesand1:2including5% waterproofing materialor inproportion as specied by the manufactures including supply of all material,labour T & P etc. required for proper completion of work. |
| 106 | Ist.Classbrickworkin 1:6 cement and local mortar in super structureincludingsupplyofall material,labour T & P etc.required for proper completion of work.Ist. |
| 107 | Same as item 5(a) but in 1:4 cement and sand mortar |
| 108 | Same as item 5(a) but half brick thick wall |
| 109 | Supply and fixing of M.S. angle iron chaukhatsof40mmx40mmx5mmwith M.S. sheet door shutter including simple moulding straightg work as in chaukhats and also supply of all material,labour T & P etc.required for proper completion of work. |
| 110 | Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work. |
| 111 | R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.50:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thickbindingwireandthecostofbinding wire and including necessary centering and shuttering supply of all material,labour T&P etc. required for proper completion of work. |
| 112 | Same as item no.1017 but in slab |
| 113 | M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of thework includingsupply of steel and its wastage. |
| 114 | SupplyandfixingofZ-Sectionsection window frames and Shutters openable outside as per drawing and design approved by E/I, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets weldedorrivetedtoframecomplete including the cost of Glass Panes & including supplyofallmaterial,labourT&P etc. required for proper completion of work. |
| 115 | 12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T&P etc. required for propercompletion of work. |
| 116 | Same as item no 1148 but in proportion1:4withcement andlocal sand mortar over ceiling. |
| 117 | 25mmthick1:2:4plaincement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement including 75 mm thick base concrete consistingofcementlocalsandandIst. Class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all material,labour T & P etc. required for proper completion of work. |
| 118 | Sameasitemno1202butwithout base concrete. |
| 119 | Same as item no 1161 but in Apron. |
| 120 | Supply and fix 3 mm glass strips in position including supply of all material,labour T&P etc. required for proper completion of work. |
| 121 | Paintingorvarnishingnew work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work. |
| 122 | Whitewashingthreecoatincluding supplyofallmaterial,labourT&Petc. required for proper completion of work. |
| 123 | Finishing walls with water proof cement paint of approved make and quality on new work with two coatsto givean evenshade including supply of all material,labour T&P etc. required for proper completion of work. |
| 124 | 115 mm string or drip coarse of Ist.Class brick in 1:6 cement and local sand mortar including plastering, cutting drip notch as required and including supply of all material,labour T&P etc. required for proper completion of work. |
| 125 | 20 mm thick plaster in dado or skirting in 1:2 cement and sand mortar including supply of all material ,labour T & P etc. required for proper completion of work. |
| 126 | Sandfillinginplinthin including supplyofallmaterial,labourT&Petc. required for proper completion of work. |
| 127 | Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material ,labour T & P etc. required for proper completion of work. |
| 128 | Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material ,labour T&P etc. complete. |
| 129 | Supplyandfixingoffanhooksboxtype including supplyofallmaterial, labourT&P etc. complete. |
| 130 | provision for internal electrification including supplyofallmaterial, labour,T&Petc. complete. |
| 131 | provision for water supply and sanitary works includingsupplyofallmaterial, labour,T&P etc. complete |
| 132 | Pump House (As per type design & as per instruction of Engineer-in- charge)4 Nos. |
| 133 | Excavationinfoundationinordinarysoil (loam,clay or sand ) including lift up to 1.50 m& lead up to 50 m,refilling,watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 mfrom the center of the foundation trenches. |
| 134 | Concrete with 40 mm gauge stone ballast, localsandandcementinproportionin 12:6:1 in foundation including supply of all material,labourT&Petc.requiredforproper completion of work. |
| 135 | Ist. Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work. |
| 136 | 20 mm thick D.P.C.with cement and approved coarse sand 1:2 including 5% water proofing material or in proportion as specied by the manufacturesincludingsupplyofall material,labourT&Petc.requiredforproper completion of work. |
| 137 | Ist. Class brick work in 1:6 cement and local mortar in super structure including supply of all material,labour T & P etc. required for proper completion of work.Ist. |
| 138 | Ist. Class brick work in 1:6 cement and local mortar in super structure in half brick thick wall including supply of all material,labourT&Petc.requiredforproper completion of work. |
| 139 | SupplyandfixingofM.S. angleiron chaukhats of40mmx40mmx5 mmwith M.S. sheet door shutter including simple moulding straightg work as in chaukhats and also supply of all material,labour T & P etc. required for proper completion of work. |
| 140 | Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work. |
| 141 | R.C.C. work with cement,coarse sand and20 mm gauge approved stone ballast in proportion of1:1.50:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bendingbutincludingitsfixingandbindingthe same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all material,labour T & P etc. required for proper completion of work. |
| 142 | Same as itemno.8 butin slab ofpump house |
| 143 | M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary includingbendingforpropercompletionofthe work including supply of steel and its wastage. |
| 144 | Supplyandfixing ofZ- Sectionsection windowframes and Shutters openable outside as per drawing and design approved by E/I, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets welded or riveted to frame complete includingthecostofGlassPanes&including supply of all material,labour T & P etc. required for proper completion of work. |
| 145 | M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary includingbendingforpropercompletionofthe work including supply of steel and its wastage. |
| 146 | 12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T & P etc. required for proper completion of work. |
| 147 | Same as item no. 13 but in 1:4 cement sand mortar but over ceilingincluding supply of all material,labour T & P etc. required for proper completion of work. |
| 148 | Supply and fixing of 22 mm wide and 3 mm thick glass strips in panelsincluding supply of all material,labour T & P etc. required for proper completion of work. |
| 149 | 25 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5as specified and removing any overlaping or mortar at the joints of panels if any and giving them uniform finish including supply of all material,labour T & P etc. required for proper completion of work. including |
| 150 | Painting or varnishing new work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work. |
| 151 | White washing three coat including supply of all material,labour T & P etc. required for proper completion of work. |
| 152 | Finishing walls with water proof cement paint of approved make (Apex painting) and quality on new workwithtwocoatstogiveanevenshade including supply of all material,labour T & P etc. required for proper completion of work. |
| 153 | Supply and fixing of Girder of 225 mmx110mm sizeoverthepumphouseincludingits painting with approved quality paint and also one priming coat. |
| 154 | Sand filling in plinth in pump house and chloronatingroomincluding supply of all material,labourT&Petc. requiredforproper completion of work. |
| 155 | Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material,labour T & P etc. required for proper completion of work. |
| 156 | Supply cutting and dressing with size and fixing V-Notch of size 90 x90 cm in the by pass chamber as per direction of E/I including supply of all material,labour T & P etc. required for proper completion of work. |
| 157 | Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material,labour T&P etc. complete. |
| 158 | Supply & Fix 100 mm dia A.C. down pipes complete with rose & bend and gratingswith M.S. clamps 25 X 3 mmfixed on walls & supply of 150 mm long, 6 mmdia nails complete. |
| 159 | ConstructionofR.C.C.1:1.50:3manhole cover 70x70 cm for opening in roof slab and fixing it at openingincluding supply of all material,labour T&P etc. complete. |
| 160 | Making openig in walls of size 30x30 cm and fixing of R.C.C. jalies and plastering the same including supply of all material,labour T&P etc. complete. |
| 161 | Earth filling in plinth including cartage up to site of work complete. |
| 162 | Construction of SCADA CONTROL ROOM(4x4m) with all material, labour T&P etc. complete As per type design & as per instruction of Engineer-in- charge |
| 163 | Boundary Wall (As per type design & as per instruction of Engineer-in- charge) |
| 164 | Boundary WallConstruction of Boundary wall 0.23 m thick and 1.5 m height with 0.35m coloum @ 3m center to center including 1.2m depth of foundation below dpc including plaster, copping, painting etc. complete with all materials, labour T&P etc. required for proper completion of work. |
| 165 | 3.6m wide M.S. Gate with Pillars: 4 Nos.Excavationinfoundationinordinary soil (loam,clay or sand ) including lift up to 1.50m&leadupto50m ,refilling,watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distanceof50mfromthecenterofthe foundation trenches. |
| 166 | Concretewith40mmgaugestone ballast,local sand and cement in proportion in 12:6:1 in foundationincluding supply of all material,labour T & P etc. required for proper completion of work. |
| 167 | Ist. Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work. |
| 168 | Ist. Class brick work in 1:6 cement and local mortar insuper structure including supply of all material,labour T & P etc.required for proper completion of work.Ist. |
| 169 | Supplyand fix M.S. Clamp of size50x50x6x100 mm for gates including supply of allmaterial,labourT&Petc.requiredfor proper completion of work. |
| 170 | R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thickbindingwireandthecostofbinding wire and including necessary centering and shuttering supply of all material,labour T & P etc. required for proper completion of work. |
| 171 | M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of thework includingsupply of steel and its wastage. |
| 172 | Supply and fixing of M.S. angle iron gateof40mmx40mmx5mmincluding simple moulding straightg work s and also supplyofallmaterial,labourT&Petc. required for proper completion of work. |
| 173 | Wicket Gate as per type Design. |
| 174 | 12 mm thick plaster with cement and local sand mortar 1:6 on brick work including supplyofall material,labourT&P etc. required for proper completion of work. |
| 175 | Fixing of 20 mm dia conduit pipe including cuttingandspecialsetc. forelectricwiring including supply of all material, labour T & P etc. required for proper completion of work. |
| 176 | Paintingorvarnishingnew work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work. |
| 177 | Finishing walls with water proof cement paint of approved make and quality on new work with two coatsto givean evenshade including supply of all material,labour T & P etc. required for proper completion of work. |
| 178 | Supply and fix in position 4 mm thick glass of size 30 x 20 mm with suitable frame in light box in pillar. |
| 179 | Supply of 40x40x6 mm M.S. Tee rail includingfixinginposition,groutingetc.for iron gate complete. |
| 180 | Earth Filling with Excavation, Loading Unloading, Transporation, Ramming, Dressing, Royalty, Labour, T&P etc. complete. |
| 181 | Supply of all materials labour and construction of Ground Water Recharge as per department design & drawing required for proper completion of work, asper instructions of Engineer-in-charge. |
| 182 | E/M WORKS- |
| 183 | CONSTRUCTION OF TUBEWELL (300x200mm dia)ZONE-1 Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 184 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 185 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 186 | Supply of Tubewell Assembly-M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 300 mm dia M.S. Pipe |
| 187 | 200 mm dia M.S. Plain/slotted |
| 188 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell |
| 189 | Drilling of bore by 600 mm dia bit GL to 50 mt. BGL. |
| 190 | Drilling of bore by 500 mm dia bit from 50 mt GL to 100 mt. BGL. |
| 191 | Drilling of bore by 500 mm dia bit 100 m BGL to 160 m. BGL. |
| 192 | Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL |
| 193 | Lowering of 200 mm dia M.S. Plain/slotted pipe 42 m. BGL to 100 m. BGL |
| 194 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 145 m. BGL |
| 195 | Development and testing of tube well by Air Compressor. |
| 196 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 197 | Chemical and Bacteriological test (Analysis of water sample) |
| 198 | Logging of borehole by departmental/approved electric logger |
| 199 | NEW PUMPING PLANT & VOLTAGE STABILIZER - Zone-1 Supply, Installation and Commissioning of 2000 lpm , 56mtr Head Pumping Plant including SCADA comptiable starter, Control Panal, Cable, complete in all respect with all required material T&P labour etc. |
| 200 | Supply, Installation and Commissioning of automatic servo voltage Stabilizer-60 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 |
| 201 | Main piping and valves with 150 mm dia Size 24 mtr. Column pipe(2 nos metal sheeted Sluice Valves and 1 no Reflux Valve) |
| 202 | Gauges( Pressure & Depth) |
| 203 | 2Ton Lifting Tackle suitable for 40hp Pumping plant |
| 204 | Tools |
| 205 | Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc. |
| 206 | Power wiring & Earthing |
| 207 | Painting of pumping plants and other equipments |
| 208 | Internal and External electrification |
| 209 | Coloumn Pipe 3 mtr long |
| 210 | SCADA /AUTOMATION WORK OF NEW PUMPING PLANT- Zone-1CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid with HMI system. |
| 211 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 212 | CE/UL certifeid Intelligent Smart Energy Meter |
| 213 | Motor operated acuators with new metal seated sluice valve |
| 214 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size |
| 215 | auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc. |
| 216 | CE/UL certifeid Surge Protecter for control panel. |
| 217 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 218 | Complete cabling including power cables of all equipment. |
| 219 | control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. |
| 220 | Installation, commissioning & testing and 3 month trial run ofscada work |
| 221 | AUTOMATIC CHLORINATION SYSTEM OF EACH TUBEWELL- Zone-1 Automatic Chlorination System compatible to SCADA system |
| 222 | ESTIMATE FOREXISTING OHT AUTOMATION SYSTEM- Zone-1 CE/UL certifeid Radar Type level transmitter for OHT. |
| 223 | Actuator of 350 mm dia size for existing sluice valve |
| 224 | CE/UL certifeid Electromagnetic Flowmeter 350 mm size |
| 225 | Installation, commissioning & testing trial for OHT |
| 226 | SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply |
| 227 | Repairing of existing OHT valve and fitting of actuator at delivery line side. |
| 228 | SCADA /AUTOMATION WORK OF EXISTING PUMPING PLANT/TUBEWELL- Zone-1CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSM backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid with HMI system. |
| 229 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 230 | CE/UL certifeid Intelligent Smart Energy Meter |
| 231 | Motor operated acuators for existing sluice valve |
| 232 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size |
| 233 | auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc. |
| 234 | CE/UL certifeid Surge Protecter for control panel. |
| 235 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 236 | Complete cabling including power cables of all equipment. |
| 237 | control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. |
| 238 | Installation, commissioning & testing and 3 month trial run ofscada work |
| 239 | CHLORINE ANALYZER FOR OHT- Zone-1 Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P |
| 240 | REPLACEMENT OF E&M EQUIPMENTS AND LIGHTING AT WATER WORKS- Zone-1Replacement of Soft starter for existing pumping plant |
| 241 | Replacement and Commissioning of automatic servo voltage Stabilizer-60 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 |
| 242 | Lightin at Water works campus with solar panel and LED light of 3 set(2 for 2nos Tubewells and 1 for OHT) |
| 243 | Three month trial & runThree month trial run for 2 existing & 1 new tubewell and all above e&m works withconsumables. |
| 244 | CONSTRUCTION OF TUBEWELL (300x200mm dia)ZONE-2Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 245 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 246 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 247 | Supply of Tubewell Assembly-M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect (Note- Axial Length of Reducer without Ring shall be measured with casing pipe)300 mm dia M.S. Pipe |
| 248 | 200 mm dia M.S. Plain/slotted |
| 249 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell |
| 250 | Drilling of bore by 600 mm dia bit GL to 50 mt. BGL. |
| 251 | Drilling of bore by 500 mm dia bit from 50 mt GL to 100 mt. BGL. |
| 252 | Drilling of bore by 500 mm dia bit 100 m BGL to 160 m. BGL. |
| 253 | Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL |
| 254 | Lowering of 200 mm dia M.S. Plain/slotted pipe 42 m. BGL to 100 m. BGL |
| 255 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 45 m. BGL |
| 256 | Development and testing of tube well by Air Compressor. |
| 257 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 258 | Chemical and Bacteriological test (Analysis of water sample) |
| 259 | Logging of borehole by departmental/approved electric logger |
| 260 | NEW PUMPING PLANT & VOLTAGE STABILIZER FORZONE-2 Supply, Installation and Commissioning of 2000 lpm , 56mtr Head Pumping Plant including SCADA comptiable starter, Control Panal, Cable, complete in all respect with all required material T&P labour etc. |
| 261 | Supply, Installation and Commissioning of automatic servo voltage Stabilizer-60 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 |
| 262 | Main piping and valves with 150 mm dia Size 24 mtr. Column pipe(2 nos metal sheeted Sluice Valves and 1 no Reflux Valve) |
| 263 | Gauges( Pressure & Depth) |
| 264 | 2Ton Lifting Tackle suitable for 40hp Pumping plant |
| 265 | Tools |
| 266 | Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc. |
| 267 | Power wiring & Earthing |
| 268 | Painting of pumping plants and other equipments |
| 269 | Internal and External electrification |
| 270 | Coloumn Pipe 3 mtr long |
| 271 | SCADA /AUTOMATION WORK OF NEW PUMPING PLANT FORZONE-2 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid with HMI system. |
| 272 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 273 | CE/UL certifeid Intelligent Smart Energy Meter |
| 274 | Motor operated acuators with metal seated new sluice valve |
| 275 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size |
| 276 | auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc. |
| 277 | CE/UL certifeid Surge Protecter for control panel. |
| 278 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 279 | Complete cabling including power cables of all equipment. |
| 280 | control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. |
| 281 | Installation, commissioning & testing and 3 month trial run ofscada work |
| 282 | AUTOMATIC CHLORINATION SYSTEM FORZONE-2 Automatic Chlorination System compatible to SCADA system |
| 283 | NEW OHT AUTOMATION SYSTEM FORZONE-2 CE/UL certifeid Radar Type level transmitter for OHT. |
| 284 | Actuator of 500 mm dia size with Metal Sheeted sluice valve. |
| 285 | CE/UL certifeid Electromagnetic Flowmeter 500mm size |
| 286 | Installation, commissioning & testing trial for OHT |
| 287 | SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply |
| 288 | Lighting at Water works campus with solar panel and LED light of 1 set |
| 289 | CHLORINE ANALYZER FOR EACH OHT FORZONE-2 Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P |
| 290 | Three month trial runThree month trial run of all 3 new tubewells and all above e&m works with consumables |
| 291 | LOCAL CONTROL STATION FOR ZONE-1&2CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification. |
| 292 | Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents. |
| 293 | CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents. |
| 294 | Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. |
| 295 | CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in tachnical bid documents. |
| 296 | GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. |
| 297 | CE/UL certified Firewall for network protection. |
| 298 | Surge protector for eternet communication protection. |
| 299 | industrial grade Ethernet Switch. |
| 300 | canon/hp Laser printer1018 or equivalent |
| 301 | Installation,Commissioning ,testing and 3 month trial run including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C and power connection work from nearby place including all labour, material etc complete |
| 302 | Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days |
AI Tender Summary
Tender Timeline
Aug 17, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 02, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender