Uttar Pradesh Housing And Development Board-UPAVP has published Tender For Laying Of Sewer And Water Line And Water Sewer Connection And Construction Of Two Nos Pump House. Submission Date for this Tender is 16-03-2024. Sewerage Construction Tenders in gonda Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for the following depth below ground level for laying Sewers, Manholes, Gully pits, Chambers etc. in ordinary soil (Earth Sand, Loam, clay) including cutting of joints, pits trimming, dressing, leveling, refilling or trenches in 20cm layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50m from centre of trenches. |
| 2 | 0.00 - 1.50 M BGL |
| 3 | 0.00 - 1.50 M BGL |
| 4 | 3.00- 4.50M BGL |
| 5 | Providing and fixing Open timbering in trenches for them following depth as per given including removal afer laying of sewer (Both sides of trenches will be taken as one side for the purpose of payment and measurements i.e. area (equals to length x depth of trenches) Dismantied timbering materials will be the property of the contractor. 1(AR) |
| 6 | 0.00 - 3.00 M BGL |
| 7 | Supply & Carting of the following size of the R.C.C. Hume Pipe NP3 & NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. (A.R) 250 mm Dia NP3 Class Pipe |
| 8 | 1.50 M- 3.00 M BGL |
| 9 | 3.00 M- 4.50 M BGL |
| 10 | 3.00 M- 4.50 M BGL |
| 11 | Provide all material and construct rectanglular slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design. |
| 12 | Regulation of shaft in the cost for rectangular slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design. |
| 13 | Provide all material and construct Arch type manhole of size 0.90X1.40X 4.00 m as per drawing & design. |
| 14 | Regulation of shaft in the Arch type manhole of size 0.90X1.40X 4.00 m as per drawing & design. |
| 15 | Provide all material and construct square Sewer connecting chamber size 0.60X0.60X 2.25 m as per drawing & design. |
| 16 | Regulation of shaft in the cost for square slab type Sewer connecting chamber of size 0.60X0.60X2.25m as per drawing & design. |
| 17 | Provide all material and construct square Sewer connecting chamber size 0.60X0.60X 3.00 m as per drawing & design. |
| 18 | Regulation of shaft in the cost for square slab type Sewer connecting chamber of size 0.60X0.60X3.00 m as per drawing & design. |
| 19 | Excavation for pipe line in all type of soil (loam, elay or sand) with lift upto 1.50 m and lead upto 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal, disposal of surplus earth within 50 m. (Analysed) |
| 20 | Supply, carting and laying of following dia pipe 6.00 Kg/Cm2 PVC pipe up tp 8 KM for within the muncipal limit and including all quality specials coupplings fitiings to site of work lowering the same into treanchs and laying true to alignment & gradient, including testing of pipe line ( Excluding the cost of trenching but including cutting pipe for making up the length and making joints. (Analysed) |
| 21 | 200 mm dia PVC Pipe |
| 22 | 125 mm dia PVC Pipe |
| 23 | 100 mm dia PVC Pipe |
| 24 | Supply of I.S.I. mark C.I. and PVC specials for different type of pipes and Fixtures such as tee" bend, Sockets, Tail piece, Tapers, Flanges etc.10% costof Item No. 13, Rs.641882.50 |
| 25 | Supply and fixing of following size ISI mark D/F or plain ended sluice valves/Scover valves Class-II confirming to I.S. 14846/2000 with cap including cartage, loading and unloadinglowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete. (Analysed) |
| 26 | For 100 mm dia |
| 27 | For 125 mm dia |
| 28 | For 200 mm dia |
| 29 | Supply and fixing of 80MM size ISI mark D/F fire hydrants confirming to I.S. 14846/2000 with cap including cartage, loading and unloadinglowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete. (Analysed) |
| 30 | Supply and fixing of 100 mm size double action ISI mark D/F Air valves confirming to I.S. 14846/2000 with cap including cartage, loading and unloadinglowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete.(Analysed) |
| 31 | For 200 mm size Air Valve |
| 32 | For 100 mm size Air Valve |
| 33 | Providing all materials and construction of sluice value or scover values, fire Hydrant and air valve chamber as per attached drawing & design of U.P. Jal Nigam complete with excovation and removal of surplus earth to a distance 30 M. Laying 10 cm thick cement concrate 1:5:10 with one part of cement,Five part coarse sand of F.M. 2.2 to 3.6 and ten part of 40 mm graded stone ballast in foundation /floors base of the chamber and brick masonary in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 Mortar and plaster in 1:3 cement and coarse sand of F.M/ 1.50 to 2.20 mortar, floor with 1:2:4 cement concrete, R.C.C cover in the proportion 1:1.5:3 cement, coarse sand of F.M. 2.20 to 3.60 and 20 mm graded stone grit with 35x35x5mm M/S. angle frame duly welded with 6 mm dia bars @ 10 cm i/c both ways which will be fixed or hinged with 3 Nos hinges (if reguired ) in 40x40x5 mmangle iron frame with 4 Nos hold fast of 35x5 mm M.S. flat of 10cm long and grouted with 10 cm thick R.C.C. of 1:1.5:3 over top of the chamber i/c cost of steel and fixng in position etc and also i/c supply of all material, labour, T&P etc complete in all respect as per direction of Engineer incharge. size of chamber will be as per drawing or as per direction A.E. incharge. (Analysed) |
| 34 | chamber size 0.90x0.90m (inner size) |
| 35 | chamber size 1.20x1.20 m (inner size) |
| 36 | Dismentling manualy or by mechanically means including stacking of serviceable material and disposal fo unserviceable material with in 50M as per direction of Engineer in charge. |
| 37 | Excavation for pipe line in ordinary soil (loam, clay or sand) i/c lift up to 1.50M and lead up to 50m and leveling, dressing the surfact and refilling the trenches in 20cmlayers. Watering, ramming the same and i/c disposal of surplus earth upto a distance of 50 m. |
| 38 | Supply and laying of 20mm dia CPVC pipe of prince, kissan, Supreme and other opproved make in road crossing having thermal stability for hot & cold water supply all CPVC plain & brass threaded fitting. This includes joints of pipes & fitting i/c supply of all material, labour and T&P ete required for proper completion of the work. |
| 39 | Supply and fixing of 20 mm dia CPVC end cap including supply of all material, labour and T&P etc. required for proper completion of the work. |
| 40 | Making connection in 100 to 200 mm dia P.V.C. Existing mains excluding cost of excavation but i/c cost of cutting and threding the pipe etc and i/c supply of all material, labour and T&P etc required for proper completion of the work.110 mm dia PVC pipe |
| 41 | Supply laying and jointing 150mm dia RCC NP2 class S & S pipes ISI mark. Carting and Lowering the same in trenches placing in position true to alignment and gradient makes in the Joint with rubber ring filling the joint with necessary spun yarn soaked in bitumen and 1:2 cement and coarse sant mortar including excavation of earth work below invert of sever for jointing material etc. but excluding excavation and refilling trenches from ground level to innvert level of the pipe complete. |
| 42 | Construction of sewer connecting chamber inner size 0.45×0.45×0.60 M with brick work in 1:5 cement and coarse sand mortar i/c neccessary excavation, foundation concrete in 1:6:12 cement, coarse sand and 40 mm graded stone ballast and 12 mm thick inside plaster with 1:3 cement and coarse sand mortarfinished with floating coat of neat cement, R.C.C. cover in 1:1.5:3 cement coarse sand and 20 mm graded stone gritcomplete.(Analysed) |
| 43 | Making connection in manhole of existing sewer lineincluding breaking wall of man hole and making good the wall. Floor with cement concrete mix 1:2:4 cement, coarse sand and 20mm graded stone grit, cement plaster on both side the wall in 1:3 cement and coarse sand mortar finished with a floating coat of neat cement and making necessary channels for the drain etc complete in all respect. |
| 44 | Scariffieng and refilling of coarse graded material in trenches for granular sub-base spreading and compacting in uniform layers by manual on prepaired surface mixing by mix in place method and compacting with road roller to achieve the desired density. |
| 45 | Scariffieng and refilling ofgraded stone Aggregate to wet mix macadam Specification in trenches including primixing the material by manualy laying in uniform layer in sub-base/base course on wll prepared surface and compecting with road roller to achieve the desired density. |
| 46 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per Clause 401 of MORT&H |
| 47 | Providing, Laying, spreading and compacting graded stone aggregate to wet mix macaham specifacation including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT & H -406 |
| 48 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. |
| 49 | Supply and cartage of earth from up to 8.0 km distance , including loading, unloading but excluding stacking, including earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 meter in depth and earth work in embankment to be in 20 cm (8") layers including ramming and dressing the sruface to required levels and slopes and also including 1.50M. Lift and 30M. lead. As per direction of Engineer-incharge. AR |
| 50 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 51 | Class-150 brick work in 1:6 (1 cement & 6 coarse sand (F.M. 1.75 to 2.00) mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work. |
| 52 | 100mm thick R.C.C. plinth bend with cement approved coarse sand, stone grit 1:1½:3 with and excluding supply of reinforcement and its bending but including necessary centering and shuttering etc. and also inlcluding supply of all material labour, T&P etc. completion of the work. |
| 53 | Providing and injecting chemical for preconstructional antitermite treatment and creating and chemical barrier under and around the column pits wall trenches bascement excavation top surface inplinth filling juction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313(part-II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor of chlordance will be used. The rate of application of chemical emulsion shall be as follows:- (i)Treatment for massonary and foundation 5 lites per sqm. (ii)Back fill in immediate contact with foundation 7.5 lites per sqm .(iii) Treatment of surface of plinth filling 5 lites per sqm . (iv) Treatment of soil along external permeter of building 7.5 lites per sqm. (v) Treatment of soil under external permeter 5 lites per sqm . |
| 54 | Class-150 Brick work in 1:6 cement and coarse sand (F.M. 1.75 to 2.00) mortor in super structure including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall one brick including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 55 | Same as in item No.37 but for 1:4 cement and coarse sand (F.M. 2.20) mortar in half brick wall thickness |
| 56 | Same as in item No. 38 but in 1:3 cement & coarse sand (F.M. 2.20) mortar. |
| 57 | R.C.C. work with cement approved coarse sand stone grit, 1:1½:3 in lintel bend excluding supply of reinforcement and its bending but including necessary centering and shuttering etc. and also inlcluding supply of all material labour, T&P etc. complete as per direction of E/I. (SI.No. 283+(289-288) SOR-2022 |
| 58 | R.C.C. work with cement approved coarse sand stone grit, 1:1½:3 in lighter beam excluding supply of reinforcement and its bending but including necessary centering and shuttering etc. and also inlcluding supply of all material labour, T&P etc. complete as per direction of E/I. |
| 59 | Cast cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand and 2cm gauge stone grit in proportions of 1:2:4 excluding its fixing and binding the same with 24 B.W. G.G.I., binding wire, moduls, all materials labour, Tools & Plants etc. required for proper completion of the work. The rate excludes making of drip course which shall be paid extra. |
| 60 | Same as in item no. 40 but 1:1.5:3 in slab, sunshade etc. |
| 61 | M.S. (tor steel or plain) in plain work such as reinforced concrete or reinforced brick work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & wastage, bend, hooks and authorised overlapping shall be measured. |
| 62 | 12mm thick bearing plaster with cement and coarse sand (F.M. 2.00) mortar in 1:6 over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 63 | M.S. iron work in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. |
| 64 | Mild steel or iron work in small size and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. |
| 65 | Same as item no. 47 but in M.S. Grill & Stair Case railing. |
| 66 | Fixing of steel door chaukhat. |
| 67 | Fixing of window/Ventillator chaukhat M.R. |
| 68 | (a) Window 1.00x1.20 |
| 69 | (b) Ventillator 0.75x0.60 |
| 70 | Mild steel or iron work Ms Girder ISMB 200x100including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) |
| 71 | 12mm thick plaster with cement and coarse sand of 2.00 F.M. in 1:6 over cement and coarse sand (F.M. 2.00) mortar of single or half brick wall for interior plastering upto floor two level including rounded angles chambers and or rounded angles not exceeding 80mm in girth and finished even and smooth . |
| 72 | Same as in above item no. 52 but for plaster over rough side of one brick wall. |
| 73 | Making drip coarse in sunshade or facia with 1:3 cement and coarse sand mortar asper direction of E/I including supply of all material, labour T&P etc. required for proper completion of the work. |
| 74 | 40mm thick 1:2:4 plaincement concrete floor with cement, approved coarse sand and 2cm. (1"") graded approved stone grit, laid in panels finished with 3mm. (1/8"") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8cm (3") thick base concrete consisting of cement, coarse sand of (2.20-3.60) fineness modulus and stone ballast 4cm. (1½") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (A.R) |
| 75 | 25mm thick 1:2:4 plaincement concrete floor with cement, approved coarse sand and 2cm. (1"") graded approved stone grit, laid in panels finished with 3mm. (1/8"") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8cm (3") thick base concrete consisting of cement, coarse sand of (2.20-3.60) fineness modulus and stone ballast 4cm. (1½") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (A.R) |
| 76 | Supply of glass strips |
| 77 | (a) 40x4mm |
| 78 | (b) 25x4mm |
| 79 | 2cm thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 80 | Supply & fixing of 32mm thick commercial flush door shutters Double Leaf including ISI marked oxidized iron fitting with screws etc. complete.A.R. |
| 81 | Supply & fixing of 32mm thick commercial quality flush door shutters Single Leaf including ISI marked oxidized iron fitting with screws etc. complete. A.R. |
| 82 | Supply and fixing of 32mm thick deodar wood window shutters as per direction of Engineer incharge. (MR) |
| 83 | Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc.Qty. & Mts. M.R. |
| 84 | Providing and fixing "brick coba" 120mm thick laid with M-150 class brick bat coba 7.50cm. thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerclic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x 30 cm and side wall parapet shall be monotythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @2% by weight & including supply of all material, labour, T&P etc. complete. lko |
| 85 | Painting or varnishing work in small areas or new wood work with two coat (upto one squre metre of ready mixed priming paint and two coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. Paintto be used should confirm the |
| 86 | Painting roofs or other iron work in large areas with one coat priming and two coat of approved (above one sq. metre) paint (British antesol or equivalent) including supply of all materials, labour, T&P etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-109. |
| 87 | Supply and fixing of 110mm. external dia PVC down Pipes (Kissan/Suprime make) including supply of M.S. clamp 2.5cm x 3mm (1"x1/8") fixied to walls with cement mortar (1:2) and including supply of 15cm (6") long 6mm (1/4") dia nail all materials, labour and T&P etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes. |
| 88 | One priming coat and two coat of dry distemper on new work including supply of all materials, labour and T&P etc. required for proper completion of work. |
| 89 | Finishing wall with water proof cement paint of approved make quality on new work with one priming coat + two coat to give an even shade including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 90 | S/F of glass pans 4 mm thick of approved quality |
| 91 | Providing and fixing of lock and key arrangement. M.R. |
| 92 | Providing and fixing of inter lock.M.R. |
| 93 | Cutting grooves in plaster 1cm wide & 1cm deep by using special tools including supply of all tools & plants etc. complete.M.R. |
| 94 | Same as item no. 25 but 40mm thick and without base concrete. |
| 95 | Supply andfilling of sandin plinth including watering, ramming and dressing etc. rate incuding of all material , labour and T&P etc. required for proper completion of the work. A.R. |
| 96 | Construction of over flow chamber including laying of 250mm dia RCC pipe for conecting of overflow chamber to existing sewer line as per direction of E/I. A.R. |
| 97 | Providing, Laying ,spreading & compacting graded stone aggregate to wet mix-macadam specification including pre-mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller 8-10 tonne capacity to achieve the desire density. (MORTH &H Specification -406) A.R. |
| 98 | Supply and fixing of 80mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00 cm. thick local sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. A.R. |
| 99 | Providing and fixing of 15mm nominal outer dia Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & Cold Water supply including all CPVC plain & brass threated fitting, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and tesing of joints Complete as per direction of Engineere in charge. |
| 100 | Providing and fixing of 20mm nominal outer dia Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & Cold Water supply including all CPVC plain & brass threated fitting, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and tesing of joints Complete as per direction of Engineere in charge. |
| 101 | Providing and fixing of CP Brass Bib Cock (15mm dia) of approved quality conforming to IS:8931. |
| 102 | Making water connection of 15mm dia C.P.V.C. pipe line with existing pipe line by providing and fixing M.S. clamped 15mm brass ferrule and G.I. union and nipple etc. including supply of all materials, labour and T&P etc. required for proper completion of the work. (Analysed) |
| 103 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 104 | Providing and fixing ball valve (brass) of approved quality, 15mm nominal bore Hight or low pressure with plastic floats complete. |
| 105 | Supply & fixing of 20mm dia CPVC gate valve of approved quality including all materials, labour and T&P etc. required for proper completion of work. (A.R.) |
| 106 | Providing and fixing of 20mm dia CPVC tank connection of approved quality including all materials, labour and T&P etc. required for proper completion of work. (A.R.) |
| 107 | Supply and fixing of ISI mark parrywater/Jonshon/Cerra make Orrisa pattern WC pan size 580x440 mm of approved quality including 10 lit. capacity low level PVC Cistern with all accessories. The rate is inclusive of supply and fixing of WC pan-1 no, low level cistern PVC 10 lit capacity-1 No, SWR P-trap-1 No, Flush pipe 30 mm dia PVC (of approved make- 1 No,) PVC connection of heavy duty (appropriate length) and fixing is to done in cement concrete 1:2:4 (1 cement, 2 coarse sand :4 stone grit 20 mm size) along with all other consumables necessary for fixing etc. complete required for proper completion of the work as per direction of E/I. |
| 108 | Proiding and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 150x100mm size P type. |
| 109 | Supply and fixing of SWR phenolex prince suprime make nahani trap 100 mm x 75 mm embeded in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size) including supply and fixing of 125mm dia heavy duty CP brass jali. |
| 110 | Supply and fixing of 110MM UPVC S.W.R pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar comfirming to IS-14735. Also including excavation of trenches cutting of walls and holes and repairing the walls, floors and refilling the trenches as before but excluidng supply and cost of other fitting such as elbow bead, tee and Y- tee including supply of all material labour and T&P required for proper completion of the work. |
| 111 | Supply and fixing of 75MM UPVC S.W.R pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar comfirming to IS-14735. Also including excavation of trenches cutting of walls and holes and repairing the walls, floors and refilling the trenches as before but excluidng supply and cost of other fitting such as elbow bead, tee and Y- tee including supply of all material labour and T&P required for proper completion of the work. (PWD Aligarh SOR 2022, Chapter-23, Item-34)(i) |
| 112 | Making House connecting chamber size 600mm x600mm x750 mm brick work with common burnt clay FPS (non modular) bricks of class designation 150 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with CI surface box 100 mm top diameter chained lid and RCC topslab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c necesssary excavation foundation concrete 1:5:10 ( 1 cement ;5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 3 (1 Cement : 3 coarse sand) 12 mm thick finished with a floating coat of near cement complete as per standard design. |
| 113 | Making House connecting chamber size 900mm x900 mm x1000 mm brick work with common burnt clay FPS (non modular) bricks of class designation 150 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with CI surface box 100 mm top diameter chained lid and RCC topslab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c necesssary excavation foundation concrete 1:5:10 ( 1 cement ;5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 3 (1 Cement : 3 coarse sand) 12 mm thick finished with a floating coat of near cement complete as per standard design. |
| 114 | Wiring point for light with 1.5 sq.mm. single core multi strand copper conductor cable in PVC conduit pipe concealed in wall complete in all respect. |
| 115 | Same as item no.1 but for fan complete in all respect. |
| 116 | Same as item no.1 but for plug etc. complete in all respect |
| 117 | S/F of power plug with 15Amp. 240 Volt flush type switch and 3 pin 15A/240 Volt flush type socket in suitable M.S. box of 175x100x50mm size with bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer complete in all respect. |
| 118 | S/W of sub main with 2 Nos. 2.50 sq.,mm. PVC insulated 1100V. Grade single core copper conductor cable in 20mm dia heavy duty PVC conduit concealed in wall complete in all respect. |
| 119 | S/W of Submain with 2 Nos. 4 sq.mm. copper wire as earth wire concealed in wall complete in all respects. |
| 120 | Supply and fixing of LED Tube light with batten suitable for upto 1 x 22 watt LED tube light fitting including tube on Surface complete in all respect |
| 121 | Supply and fixing of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 15 watt. Confirming to IP 66 protection complete in all respect . |
| 122 | S/F of 6/8 way 32A/240V D.B. with 32A/240V. SPN on T.W. band complete in all respect. MCB -6No |
| 123 | Fan box cover of 3mm thick bakelite sheet of hexagonal/round shape of existing fan box complete in all respect. As per direction of E/I (M.R.) |
| 124 | S/F of hexagonal fan box with hexagonal side of approx. 80mm in length fabricated from 16 SWG MS sheet incorporating 10 mm dia M.S. round bar duly bent for supporting fan hange etc. complete in all respect. |
| 125 | Supply of Round backelite/Al./PVC junction box cover on existing J.B. complete in all respect. As per direction of E/I. MR |
| 126 | Supply of celing Fans with fan motor of A.C. Permanent insulation, capacitor rating confirming BEE 5 Star rating and B15 and IS: 374/79 and also comply with IS:709/1984 with leatest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down rod blades, shackle canopies etc and with double ball bearing system. BEE 5 Star rated- 1200mm sweep . |
| 127 | Supply and fixing of LED Street fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respect. |
| 128 | Supply and burring of 600mm x 600mm x 6.0mmG.I plate vertically for earthing with its top at least 3 metres below ground level competed with 20mm dia G.I. pipe and funnerl for watering and one earthing lead of one no. 8 to SWG G.I. wire will in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of C.I. frame with hinged cover masonry housing alternate layers of charcal/coke and salt at least 150mm thick alround etc. as per direction of E/I . |
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