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| Sl. No. | Item Description |
| 1 | A - Civil works :-Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of1:1.5:3& 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings- 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintainingFGL as per level of nearest road cost of earth required for filling not to be paid extra.Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge.The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. |
| 2 | Over Head Tank - 500 KL / 20 M Staging at Zone I |
| 3 | Over Head Tank - 400 KL / 24 M Staging at Zone II |
| 4 | Over Head Tank - 500 KL / 20 M Staging at Zone III |
| 5 | Over Head Tank - 350 KL / 22 M Staging at Zone IV |
| 6 | Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains (keeping minimum dia of pipe 110 mm) including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool andother misc. equipments.2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set.3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth.4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area. |
| 7 | 90 mm dia |
| 8 | 110 mm dia |
| 9 | 140 mm dia |
| 10 | 160 mm dia |
| 11 | 200 mm dia |
| 12 | Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. |
| 13 | 250 mm dia |
| 14 | 300 mm dia |
| 15 | 350 mm dia |
| 16 | Risingmain :-Supply of following dia of ISI marked S & SCentrifugally Cast (Spun) Ductile Iron pipes (Class K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. |
| 17 | 200 mm dia |
| 18 | 250 mm dia |
| 19 | Earth work in excavation for pipeline trenches in all type of soil with including lift upto 1.5 m and lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km as instucted by engineer in charge. |
| 20 | Supply of following sizes of DI D/F sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete including all other necessary fitting and specials as per direction of Engineer in charge. |
| 21 | 80 mm dia |
| 22 | 100 mm dia |
| 23 | 150 mm dia |
| 24 | 200 mm dia |
| 25 | 250 mm dia |
| 26 | 300 mm dia |
| 27 | Scoure valve |
| 28 | 80 mm dia |
| 29 | 100 mm dia |
| 30 | Supply of following size Kinetic Double Air Valves as per IS : 14845 at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete. |
| 31 | 50 mm |
| 32 | 80 mm |
| 33 | 100 mm |
| 34 | Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints s instucted by engineer in charge. |
| 35 | Supply of all materials, labour, T&P etc. and construction of following chambers as per departmental type drawing and design. |
| 36 | Surface box type |
| 37 | Masonry type |
| 38 | For air valve |
| 39 | For fire Hydrants |
| 40 | Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work |
| 41 | Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level. |
| 42 | Provision for crossing of nala, road, culvert including supply of casing with MS / DI pipe and specials, laying, jointing etc., T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain, complete as per direction / approval of Engineer in charge. (More than 1.0 M) |
| 43 | Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for proper completion of work. |
| 44 | 100 mm dia pipe |
| 45 | 150 mm dia pipe |
| 46 | 200 mm dia pipe |
| 47 | 250 mm dia pipe |
| 48 | 300 mm dia pipe |
| 49 | 350 mm dia pipe |
| 50 | Trenchless Crossing :- Survey site Investigation Planningdesign Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer. |
| 51 | National Highway road crossing (upto 350 mm dia) |
| 52 | Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials. |
| 53 | B.O.E. road |
| 54 | Bituminous road |
| 55 | C.C. road |
| 56 | Interlocking road |
| 57 | Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. |
| 58 | Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. |
| 59 | Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (Nagar Nigam Road) |
| 60 | Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (PWD Road) |
| 61 | Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. |
| 62 | Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. |
| 63 | Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap insidepipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. (Rural water supply sor from swsm) |
| 64 | 100 mm dia pipe |
| 65 | 150 mm dia pipe |
| 66 | 200 mm dia pipe |
| 67 | 250 mm dia pipe |
| 68 | 300 mm dia pipe |
| 69 | Construction of drinking water house connection with distribution mains including dismantling of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow includingHDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specialsshall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method.All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with permanent reinstatement of road all labour, T&P etc. required for proper completion of the work. |
| 70 | New House connection |
| 71 | Shifting House connection from existing pipe line |
| 72 | CONSTRUCTION OF PUMP HOUSE CUM CHLORONOME 06 Nos.Supply of all material T&P etc. required for construction of Pump House 06 Nos. as per typical drawing and design of department. The structural design of pump house shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House including campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm above from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. |
| 73 | Concrete with cement, coarse sand and 40 mm nominal size approved stone ballast in proportion of 1:4:8 in foundations and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 74 | Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 75 | 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 76 | 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. |
| 77 | First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). |
| 78 | Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. |
| 79 | 1.20 x 2.10 M1.00 x 2.10 M |
| 80 | Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. |
| 81 | Supply and fixing of cement jali 45x30 cm at 15 cm above floor level in the chloronome for proper ventilation. |
| 82 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. |
| 83 | R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. |
| 84 | Lintels |
| 85 | Beam |
| 86 | Sun shades & Slab |
| 87 | Cement concrete with cement, coarse sand & 20 mm nominal size(10-20 mm) stone grit in proportion 1:2:4 including supply of all materials, labour, T&P etc., required for proper completion of the work, in bed block of girder, hold fast and girder fixing and in flooring of bypass chamber, window sills etc. |
| 88 | Supply and fixing in position rolled steel joist ISMB of 200mm x 100mm size and 3.40M long including supply of all labour, T&P etc. required for proper completion of the work. |
| 89 | 150 mm thick local sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. |
| 90 | 40mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding / over 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including supply of all materials, labour, T&P etc. required for proper completion of the work |
| 91 | 12mm thick plaster above plinth in 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 92 | 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and Banda/Hamirpur fine sand F.M. not less than 1.25 mm including supply of all materials, labour, T&P etc. complete for proper completion of the work. |
| 93 | 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing of 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. |
| 94 | 20mm wide drip course with cement mortar in proportion of 1:3 with cement and Banda/Hamirpur coarse sand. |
| 95 | Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. |
| 96 | Construction of 100mm wide cc drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. |
| 97 | Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (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 R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof 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 squared 3 mm deep. (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 operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm |
| 98 | The outer surface of wall finish with two coat of weather coat- All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 99 | The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 100 | Supply and fixing of ISI marked waterproof flush door shutters of required size of 35 mm thick including heavy size steel fitting e.g. tower bolt, sliding bolt, handle etc., lab our, T&P etc.complete. |
| 101 | Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. |
| 102 | Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. |
| 103 | Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 104 | Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. |
| 105 | Providing 15cm long 25 mm dia P.V.C. Pipe with cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. |
| 106 | Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. |
| 107 | 25x3mm |
| 108 | 40x3mm |
| 109 | Disposal of waste water of by pass chamber through P.V.C. Pipe 160mm dia including supply of pipe, excavation & laying, T&P etc. complete. |
| 110 | Supply and fixing of 900 V-notch 4mm thick M.S plate with sharp edged and scale etc.complete as per direction of engineer incharge. |
| 111 | CONSTRUCTION OF STAFF QUARTER - 04 Nos.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. |
| 112 | Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 113 | Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 114 | 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 115 | 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. |
| 116 | First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). |
| 117 | Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. |
| 118 | Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work. |
| 119 | Mild steel grill in windows wrougth to required from, including supply of labour, steel, T&P etc. for proper completion of work. |
| 120 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. |
| 121 | R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. |
| 122 | Plinth Beam |
| 123 | Lintels |
| 124 | Sun-shades & Slab |
| 125 | Sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. |
| 126 | 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work |
| 127 | 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 128 | Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. |
| 129 | Supply and fixing of oxidized iron fittings of approved make for doors and window. |
| 130 | 12mm thick plaster above plinth with cement, mortar in proportion of 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 131 | 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. |
| 132 | The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 133 | The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 134 | Construction of 100mm dia semi circular C.C. drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials, labour, T&P etc. complete. |
| 135 | Painting and varnishing over new iron work or new wooden work with one coat of primer and two coats of approved paints or varnish including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 136 | Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp |
| 137 | Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc. complete |
| 138 | Supply of all material labour, T&P etc fixing of water tap required for proper completion of the work. |
| 139 | Supply of all material labour,T&P etc fixing of float valve required for proper completion of the work |
| 140 | Supply of all material labour, T&P etc fixing of Kitchen Sink required for proper completion of the work |
| 141 | Supply and fixing of 110mm dia PVC pipe from U trap to septic tank including supply of all special materials required for proper completion of the work. |
| 142 | Construction of septic tank and soak pit including supply of materials, labour etc complete. |
| 143 | Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank. |
| 144 | Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work |
| 145 | Supply of all material for electrification Inside and Outside of the Quarter including supply of all materials, labour, T&P etc. complete |
| 146 | CONSTRUCTION OF MASTER CONTROL STATION ROOM - 01 No. Supply of all material T&P etc. required for construction of Master Control Station Room (framed structure in M-25)as per drawing submitted by contractor and its approved by department. The structural design of Master Control Station Room shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Master Control Station Room shall be 60cm above from finished GL of the campus. The plintharea of the Master Control Station room80 Sqm (10 x 8 M ), Height of meter Room-5.0m,antitermite treatment, 40 mm thickkota stone flooring over 100mm thick1:1.5:3CC; under ground electric fittings, cable trenches as per requirement of UPPCL and 100mm thick1:1.5:3CCapron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of Master Control Station Room. |
| 147 | Development work :-CONSTRUCTION OF BOUNDARY WALL, GATE WITH PILLER, SITE DEVELOPMENT & APPROACH ROADcampus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. |
| 148 | Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 149 | Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 150 | 20 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 151 | 12 mm thick plaster in 1:4 with cement and coarse sand mortar for plinth shall be done on both side of brick work upto 15 cm below GL. |
| 152 | First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). |
| 153 | C.C. coping on boundry wall & RCC Piller in 1:2:4 cement, coarse sand and stone grit (10-12.5 mm) including supply of all material, cost of centering, shuttering with extra labour, T&P etc. complete required for proper completion of work. |
| 154 | 12mm thick plaster with cement mortar in proportion of 1:6 consisting of cement and Banda(Ken)/Hamirpur(Betava) sand over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 155 | Making groves 15 mm wide on wall plaster as per drawing including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 156 | The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 157 | Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (3.60 M wide main gate with 1.20 M wide wicket gate) |
| 158 | Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. |
| 159 | Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work |
| 160 | Providing and fixing of lighting arrangement in campus complete in all respect including supply of all material, labour T&P etc. as per approval and direction of engineer in charge |
| 161 | Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge |
| 162 | Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect |
| 163 | Filling of earth in water works campus and TW/pump house campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect.Earth filling in the campus shall be done Contour survey of campus and prior written necessary permission of Engineer in charge. |
| 164 | Supply of following items as per ditrection of engineer in charge |
| 165 | Office table (Godrej Make) (6x4 fit) with shelf and Glass |
| 166 | Office table (Godrej Make) (8x4 fit) with shelf and Glass |
| 167 | Computer table (Godrej Make) (4x3 fit) with Shelf |
| 168 | Revolving Chair (Godrej Make) |
| 169 | Office chair (Godrej Make) |
| 170 | Computer chair Revolving (Godrej Make) |
| 171 | Almirah (Godrej Make) |
| 172 | Almirah Glass rak (Godrej Make) |
| 173 | Split AC (1.5 tonne) Five star (Voltas, Hitachi, Blue star Make) with Stablizer |
| 174 | Desktop (Hp, Dell Make) with Color Laser Printer (Hp Make) (i5 processor) |
| 175 | Xerox machine (HP, Canon, Samsung Make) |
| 176 | Repairing work of existing pump house (Zone - II & III) (Total 03 Nos.)Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 177 | First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work. |
| 178 | Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. |
| 179 | 1.20 x 2.10 M1.00 x 2.10 M |
| 180 | Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. |
| 181 | Supply and fixing of cement Jali 45x30 cm at 15 cm above floor level in the Chloronome for proper ventilation. |
| 182 | R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. |
| 183 | Lintels |
| 184 | Beam |
| 185 | 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 186 | 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work. |
| 187 | 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and coarse sand including supply of all materials, labour, T&P etc. complete for proper completion of the work. |
| 188 | Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. |
| 189 | Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (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 R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof 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 squared 3 mm deep. (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 operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm |
| 190 | The outer surface of wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 191 | The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 192 | Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. |
| 193 | Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. |
| 194 | Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. |
| 195 | Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. |
| 196 | Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. |
| 197 | Providing 15cm long 25 mm dia P.V.C. Pipe spout with slant cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. |
| 198 | Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. |
| 199 | 25x3mm |
| 200 | 40x3mm |
| 201 | Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T&P etc. required for proper completion of the work. |
| 202 | Repairing work of existing Over Head Tank (450 KL/18 M) (Zone - II)Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 203 | Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25mm average thickness |
| 204 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia |
| 205 | Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free byproviding spatter key or wire brush. |
| 206 | Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1mincluding construction joints.Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gmsper bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement. |
| 207 | Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT) |
| 208 | Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete. |
| 209 | Supply and fixing of 20 mm diaG.I. pipe railling in stair case and balcony.(Taking only 50% new and 50% old materials) |
| 210 | Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge. |
| 211 | 100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cementincluding supply of all materials, labour, T&P etc complete. |
| 212 | Painting of outer surface of OHT from Top to bottom with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 213 | RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 214 | Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage. |
| 215 | 1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work. |
| 216 | 12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work. |
| 217 | Painting of outer surface of Boundary wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 218 | Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 219 | Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m. |
| 220 | Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete. |
| 221 | Supply of all material, labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 22 m staging |
| 222 | Repairing work of existing Over Head Tank (500 KL/18 M) (Zone - III)Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 223 | Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25mm average thickness |
| 224 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia |
| 225 | Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free byproviding spatter key or wire brush. |
| 226 | Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1mincluding construction joints.Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gmsper bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement. |
| 227 | Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT) |
| 228 | Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete. |
| 229 | Supply and fixing of 20 mm diaG.I. pipe railling in stair case and balcony.(Taking only 50% new and 50% old materials) |
| 230 | Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge. |
| 231 | 100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cementincluding supply of all materials, labour, T&P etc complete. |
| 232 | Painting of outer surface of OHT from Top to bottom with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 233 | RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 234 | Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage. |
| 235 | 1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work. |
| 236 | 12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work. |
| 237 | Painting of outer surface of Boundary wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 238 | Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 239 | Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m. |
| 240 | Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete. |
| 241 | Supply of all material, labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 22 m staging |
| 242 | E&M worksA. Construction of2Nos Tubewell (600 LPM )TRANSPORTATION |
| 243 | RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 244 | AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 245 | O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 246 | TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . |
| 247 | (DRILLING BORE) As per IS 2800 (Part I & II) |
| 248 | Barricading |
| 249 | Logging of Bore |
| 250 | Drilling of 500mm dia bore from G.L. to 100m BGL. |
| 251 | Drilling of 500mm dia bore from 100m BGL to200m BGL. |
| 252 | LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. |
| 253 | Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. |
| 254 | Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. |
| 255 | Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. |
| 256 | TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :-200mm dia size MSERW housing pipe(plain/slotted) 7.1mm thick including with 1 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . |
| 257 | 150mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. |
| 258 | PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. |
| 259 | Development of tube well by 250 PSI air compressor |
| 260 | Development of tube well by 250 PSI air compressor |
| 261 | Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 262 | Development of tube well by 1 cusec O.P. Unit |
| 263 | Cutting of housing cover by gas cutter |
| 264 | Development of tube well by 1 cusec O.P. Unit. |
| 265 | Re-welding of Tube well cover by Electric welding |
| 266 | Watch & Ward during construction period. |
| 267 | TEST:-Chemical and bacteriological test. |
| 268 | B. Construction of01 Nos Tubewell (1000 LPM )TRANSPORTATION |
| 269 | RIG MACHINE:- Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 270 | AIR COMPRESSOR:-Transportation of 600 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 271 | O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 272 | TUBE WELL ASSEMBLY:-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . |
| 273 | CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) |
| 274 | Barricading |
| 275 | Logging of Bore |
| 276 | Drilling of 600mm dia bore from G.L. to 70m BGL. |
| 277 | Drilling of 550mm dia bore from 70m BGL to 100m BGL. |
| 278 | Drilling of 550mm dia bore from 100m BGL to200m BGL. |
| 279 | LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL:-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. |
| 280 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. |
| 281 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. |
| 282 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. |
| 283 | TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-300mm dia size MSERW housing (plain/slotted)pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp. in all respect . |
| 284 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. |
| 285 | PEA-GRAVEL (As per IS 4097):-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. |
| 286 | Development of tube well by 600 PSI air compressor |
| 287 | Development of tube well by 600 PSI air compressor |
| 288 | Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 289 | Development of tube well by 3 cusec O.P. Unit |
| 290 | Cutting of housing cover by gas cutter |
| 291 | Development of tube well by 3 cusec O.P. Unit. |
| 292 | Re-welding of Tube well cover by Electric welding |
| 293 | Watch & Ward during construction period. |
| 294 | TEST :-Chemical and bacteriological test. |
| 295 | C. Construction of01 Nos Tubewell (800 LPM )TRANSPORTATION |
| 296 | RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 297 | AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 298 | O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 299 | TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . |
| 300 | (DRILLING BORE) As per IS 2800 (Part I & II) |
| 301 | Barricading |
| 302 | Logging of Bore |
| 303 | Drilling of 550mm dia bore from G.L. to 100m BGL. |
| 304 | Drilling of 550mm dia bore from 100m BGL to200m BGL. |
| 305 | TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-Lowering of 200mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. |
| 306 | Lowering of 200mm dia MSERW 7.1mm thick plain/slotted pipe from GL to 100 m BGL. |
| 307 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. |
| 308 | TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-200mm dia size MSERW plain/slotted pipe 7.1mm thick including with 2 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 40 no M.S. ring 100X12mm thick, M.S.Clamp,1no bail plug ,T.W. Support (I Section),20 nos center guide etc comp.in all respect . |
| 309 | PEA-GRAVEL (As per IS 4097):-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. |
| 310 | Development of tube well by 350 PSI air compressor |
| 311 | Development of tube well by 350 PSI air compressor |
| 312 | Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 313 | Development of tube well by 3 cusec O.P. Unit |
| 314 | Cutting of housing cover by gas cutter |
| 315 | Development of tube well by 3 cusec O.P. Unit. |
| 316 | Re-welding of Tube well cover by Electric welding |
| 317 | Watch & Ward during construction period. |
| 318 | TEST :-Chemical and bacteriological test. |
| 319 | D. Construction of02 Nos Tubewell (500 LPM )TRANSPORTATION |
| 320 | RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 321 | AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 322 | O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . |
| 323 | TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . |
| 324 | (DRILLING BORE) As per IS 2800 (Part I & II) |
| 325 | Barricading |
| 326 | Logging of Bore |
| 327 | Drilling of 500mm dia bore from G.L. to 100m BGL. |
| 328 | Drilling of 500mm dia bore from 100m BGL to200m BGL. |
| 329 | LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. |
| 330 | Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. |
| 331 | Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. |
| 332 | Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. |
| 333 | TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :-200mm dia size MSERW housing pipe(plain/slotted) 7.1mm thick including with 1 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . |
| 334 | 150mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. |
| 335 | PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. |
| 336 | Development of tube well by 250 PSI air compressor |
| 337 | Development of tube well by 250 PSI air compressor |
| 338 | Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 339 | Development of tube well by 1 cusec O.P. Unit |
| 340 | Cutting of housing cover by gas cutter |
| 341 | Development of tube well by 1 cusec O.P. Unit. |
| 342 | Re-welding of Tube well cover by Electric welding |
| 343 | Watch & Ward during construction period. |
| 344 | TEST:-Chemical and bacteriological test. |
| 345 | E. Pumping plant with piping and valves (600 LPM) |
| 346 | SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 600 LPM. 58Mtr. Head and 15 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job |
| 347 | Spare column pipe heavy duty |
| 348 | Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. |
| 349 | SCADA Compatable chlorinating system |
| 350 | Sluice valves with motor operated actuator valves of size 100 mm |
| 351 | CE/UL Certified electromagnetic flowmeter of size 100mm |
| 352 | Soft starter 15 KW or suitable capacity |
| 353 | CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W |
| 354 | Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT |
| 355 | CE/UL Certified Pressure transmitter |
| 356 | F. Pumping plant with piping and valves (1000 LPM) |
| 357 | SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1000 LPM. 60Mtr. Head and 25 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job |
| 358 | Spare column pipe heavy duty |
| 359 | Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. |
| 360 | SCADA Compatable chlorinating system |
| 361 | Sluice valves with motor operated actuator valves of size 100 mm |
| 362 | CE/UL Certified electromagnetic flowmeter of size 150mm |
| 363 | Soft starter 22 KW or suitable capacity |
| 364 | CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W |
| 365 | Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT |
| 366 | CE/UL Certified Pressure transmitter |
| 367 | G. Pumping plant with piping and valves (800 LPM) |
| 368 | SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 800 LPM.60Mtr. Head and 20 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job |
| 369 | Spare column pipe heavy duty |
| 370 | Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. |
| 371 | SCADA Compatable chlorinating system |
| 372 | Sluice valves with motor operated actuator valves of size 100 mm |
| 373 | CE/UL Certified electromagnetic flowmeter of size 100mm |
| 374 | Soft starter 15 KW or suitable capacity |
| 375 | CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W |
| 376 | Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT |
| 377 | CE/UL Certified Pressure transmitter |
| 378 | H. Pumping plant with piping and valves (500 LPM) |
| 379 | SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 500 LPM.60Mtr. Head and 12.5 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job |
| 380 | Spare column pipe heavy duty |
| 381 | Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. |
| 382 | SCADA Compatable chlorinating system |
| 383 | Sluice valves with motor operated actuator valves of size 100 mm |
| 384 | CE/UL Certified electromagnetic flowmeter of size 100mm |
| 385 | Soft starter 15 KW or suitable capacity |
| 386 | CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W |
| 387 | Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT |
| 388 | CE/UL Certified Pressure transmitter |
| 389 | I. Stablizer for All Zone |
| 390 | Stablizer 25 kva or suitable capacity |
| 391 | Stablizer 15 kva or suitable capacity |
| 392 | J. OHTE&M WORK for all Zone |
| 393 | Motor operated actuator with Sluice valveson distribution line of 350 mm size |
| 394 | Radar type level transmitter at OHT |
| 395 | Electromagnetic flowmeter of suitable size at distribution line of 350 mm size |
| 396 | Motor operated actuator with Sluice valveson distribution line of 250 mm size |
| 397 | Electromagnetic flowmeter of suitable size at distribution line of 250 mm size |
| 398 | K. Automation of Units of T/Wall zone |
| 399 | CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents |
| 400 | GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents. |
| 401 | CE/UL Certified Intelligent energy meters |
| 402 | Auto phase reversal Unit 100 Amp |
| 403 | CE/UL Certified Surge Protector for control panel |
| 404 | CE/UL Certified 7\" HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters |
| 405 | Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments |
| 406 | Installation,Testing and commissioning |
| 407 | Trial run 3 months |
| 408 | L. MCS Centeralized control oom for all zone |
| 409 | CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65 \" |
| 410 | Video wall media player of same OEM |
| 411 | Desktop/PC with i5/i7 configuration as per technical specification |
| 412 | CE/UL Certified 5 KVA UPS With battery as per tech specification |
| 413 | Full development version/Run Time version of requiared TAGS SCADA softaware with custamization of software for MCS as per specfication given |
| 414 | CE/UL certfied master control room PLCwith redundant CPU & power supply at MCS in lP54 enclouser as per spec mentioned in bidding documents |
| 415 | CE/UL certified field gateway agent for transferring data from MCS to control room |
| 416 | GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP |
| 417 | CE/UL certified Firewall for network protection |
| 418 | Surge protector for ethernet communication protection |
| 419 | CE/UL Certified industrail grade ethernet switch |
| 420 | Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility) |
| 421 | CANON/HP/Equivalent LASER printer 1018 or equivalent |
| 422 | Complete cabling of tubewell including all power & control cable for T/W |
| 423 | Security Survelliance IP Camera with recorder (OPTIONAL) |
| 424 | Installation,Testing and commissioning with required furniture and A/C etc. |
| 425 | Trial run for 3 months |
| 426 | M. Trail Run for 3 Months for all Tubewell |
| 427 | Sodium hypochloride |
| 428 | Operation of pumping plant |
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