Tender For Balance Work Of Construction Of Science And Commerce Block At Government Degree College At Pihani District-Hardoi.
Tender Value
83.07 Lakhs
Estimated cost
Bid Submission
13 Sep 2023
0 days left
EMD
1.66 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pihani → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Balance Work Of Construction Of Science And Commerce Block At Government Degree College At Pihani District-Hardoi.
BOQ
| Sl. No. | Item Description |
| 1 | RAIN WATER HARVESTING |
| 2 | EARTH WORK IN EXCAVATED in trenches foundation & for pipes cables etc. in ordinary soil (Loam clay or sand ) including lift upto 1.5 m lead upto 50 m & dressing of sides & ramming of bottoms & disposal of surplus excavated earth as directed by the engg.in |
| 3 | Providing & Layingin cement concrete 1:4:8 (1 cement:4 c sand : 8 graded stone ballast 40mm nominal size) and curing complete. Including cost of form work in foundations & floors. |
| 4 | Providing unitsof reinforcedcement concrete 1:3/2:3 mix (1 cement : 3/2 coarse sand : 3/2 coarse sand : 3 graded stone aggregate 20 mm noninal size)of strength not less than M- 200 in lintels over doors & windows excluding reinforcement. |
| 5 | Same as itemno. 3above but for slabs. |
| 6 | Brick work 1:6 in foundation |
| 7 | Providing Brick Ballast |
| 8 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work( when not included in over all rates ) Wrought to required shape as necessary including bending for proper completion of work and including supply |
| 9 | P/Boring/Installing PVC strainer pipe with grewals. |
| 10 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil(A)Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 11 | Providing, laying and jointing P.V.C.pipesincluding testing of joints etc. complete : |
| 12 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: 150 mm diameter P.V.C. pipe |
| 13 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With F.P.S. bricks |
| 14 | TOILET BLOCK |
| 15 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 16 | Semi rigid pipe |
| 17 | 32 mm dia |
| 18 | 40 mm dia |
| 19 | CP Brass fittings |
| 20 | Providing and fixing G.I.Pipes complete with GI fittings clamp and including cutting and making good walls etc making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing GI Pipe etc. |
| 21 | 20mm dia nominal bore |
| 22 | 25mm dia nominal bore |
| 23 | 32mm dia nominal bore |
| 24 | 40mm dia nominal bore |
| 25 | 50mm dia nominal bore |
| 26 | 65mm dia nominal bore |
| 27 | Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating etc, (when not included in an overall rates) wrought to required form, including supply fo steel , bolta,nuts andwastage etc. and their fix |
| 28 | window Grill |
| 29 | M.S.Steel railing |
| 30 | Standard Z section window incl. cost of hings (openable) |
| 31 | Fabrication of door frame made of 40x40x5 mm angle ironincluding cost of hings. |
| 32 | Painting or vernishing on iron works in small areaswith two coat of ready mixed priming paint and two coat of approved superior quality ready mixed paind of clear synthetic varnish including supply of all materials labour and T&P etc required for proper completion of work. |
| 33 | Providing and fixing unplasticised PVC connection pipe with brass unions |
| 34 | 45 cm length |
| 35 | 15 mm nominal bore |
| 36 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 37 | a) 15 mm nominal bore |
| 38 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms. |
| 39 | a) 15 mm nominal bore |
| 40 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 |
| 41 | a) 15 mm nominal bore |
| 42 | Providing and fixing uPVC soil, waste and vent pipes: |
| 43 | Providing and fixing soil, waste and vent pipes : |
| 44 | 150 mm nominal dia Pipes |
| 45 | 110 mm nominal dia Pipes |
| 46 | 80 mm nominal dia Pipes |
| 47 | Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. |
| 48 | a) 100mm inlet & 75mm outlet. |
| 49 | Providing and fixing uPVC 90 degree ELBOW |
| 50 | a) 100mm |
| 51 | b) 80 mm |
| 52 | 15mm dianominal outer dia Pipes |
| 53 | Internal work-Exposed on wall |
| 54 | 20mm dianominal outer dia Pipes |
| 55 | 25mm dia nominal outer dia Pipes |
| 56 | 15mm dianominal outer dia Pipes |
| 57 | 20mm dianominal outer dia Pipes |
| 58 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 59 | 32mm dia nominal bore |
| 60 | 40mm dia nominal bore |
| 61 | 50mm dia nominal bore |
| 62 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. |
| 63 | Capcity in Per Liters |
| 64 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. |
| 65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 66 | 100 mmnominal inner dia Pipes |
| 67 | 150 mm nominal inner dia Pipes |
| 68 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all roundS.W. pipes including bed concrete as per standard design |
| 69 | 100mm dia pipe |
| 70 | 150mm dia pipe |
| 71 | Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm 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 |
| 72 | 150 x 100 mm size P type |
| 73 | With Sewer bricks conforming to IS : 4885 |
| 74 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. |
| 75 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 76 | With FPS bricks of class designation 75 |
| 77 | (i) For Sewer Line |
| 78 | Extra for depth for manholes: |
| 79 | Size 90x80cm with FPS bricks (class I ). |
| 80 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design |
| 81 | With 20x20 mm square bar |
| 82 | Providing and fixing PTMT grating of approved quality and colour.Circular type 125 mm nominal dia with 25 mm waste hole. |
| 83 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 84 | Providing & fixing Soap Dispenser with Metallic bottle JAQUAR ACN-CHR-1137N |
| 85 | Providing and fixing Hand Shower (Health Faucet) with 8mm Dia, 1 Meter Long Flexible Tube & Wall Hook (for E.W.C.) JAQUAR ALD-CHR-573 |
| 86 | Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to15 mm nominal bore |
| 87 | Providing and fixing G.I Inlet fitting with 2 inlets 75 mm size fabricated from 100 mm dia G.I pipes(approx. length=150mm to 300mm) and welded G.I sockets, fixed to CI trap with lead caulked joint and set in cement concrete as per standard drawing including cost of Bitumastic paintcomplete. |
| 88 | SUBHEAD I- WIRINGPOINTS |
| 89 | Wiring points for light with 1 sqmm.FRLSH PVC insulated single core aluminium condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as |
| 90 | earth continuity wire and piano type switch etc. complete in all respects. |
| 91 | Same as item No.(1) but for fanandlight duty exhaust fan. |
| 92 | SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS |
| 93 | Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. |
| 94 | 5 watt indoor recess mounting LED Square Fitting for Ceiling having powder coated die cast aluminium housing with extended heat sink, diffuser of polycarbonate material and driver set complete in all respect. CAT AAA |
| 95 | Supply & fixing of single wall light bracket made of brass on matching polishedMDFEG boardbrassincludingconnectionetc. as required. |
| 96 | Supply & fixing of factory wired, Box/ Channel type T-5 energy saver with powder coated reflector & with end cover for following fluorescent tube including tubesetc. complete as required. |
| 97 | 1 x 28 Watt. |
| 98 | SUBHEAD III-DISTIBUTION BOARD |
| 99 | Supply and fixing of flush/surface mounting distribution boardswithout MCB with additional metal doorcomplete in all respects. |
| 100 | 8 Way SPN |
| 101 | Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. |
| 102 | Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. |
| 103 | 40 Amp. DP MCB |
| 104 | Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. |
| 105 | SUBHEAD IV-EARTHING SYSTEM |
| 106 | Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. |
| 107 | pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in |
| 108 | all respects. |
| 109 | Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 110 | Supply and fixing one number 8 SWG G.I. wire in 15 mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand labour, T&P other material required for proper completion of the other work as directed at site |
| 111 | SUBHEAD V-CABLES |
| 112 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the |
| 113 | cable run shall be fixed on M.S. clamps etc. of suitable size. |
| 114 | 10 sqmm2 core |
| 115 | Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire |
| 116 | 10 sqmm2 core |
| 117 | Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. |
| 118 | 10 Sq.mm |
| 119 | SUBHEAD VI-MISCELLANEOUS |
| 120 | Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 121 | 300mm sweep. |
| 122 | INTERLOCKING ROAD |
| 123 | Preparation of subgrade analysis for |
| 124 | P/L P.C.C. (1:4:8) in Base with C.sand & 40mm aggregate |
| 125 | P/L INTER LOCKING TILES80 mm THICK |
| 126 | BORING |
| 127 | Transportation charges of drilling equipment including assemble and other material as required. |
| 128 | Drilling of 450 to 675 mm dia by rotary machine |
| 129 | Supply & laying of 300mm dia M.S. housing pipe (8mm thick) Tata / Jindal |
| 130 | Supply & laying of 150mm dia M.S. blind pipe (8mm thick) Tata / Jindal |
| 131 | Supply & laying of 150mm dia M.S. slotted pipe (8mm thick) Tata / Jindal |
| 132 | Supply & fixing of 300mm dia M.S. socket |
| 133 | Supply & fixing of 150mm dia M.S. socket |
| 134 | Supply & fixing bail plug 150mm dia M.S. |
| 135 | Supply & fixing well cap 300mm dia M.S. |
| 136 | Supply & fixing reducer 300x150mm dia M.S. |
| 137 | Supply & fixing housing clamp 300mm dia M.S. |
| 138 | Supply & filling of pea grewal 2mm, 4mm in side of bore after lower and development as required as per direction of E/I. |
| 139 | Development by air compressior including transportation |
| 140 | Development by O.P. unit including transportation. |
| 141 | Well logging charges |
| 142 | Supply of 7.5 HP KSB make submerssible pump set model BPD 302/4+6UMAI/G 150/6/22\" (SD) suitable for tubewell capable of pumping clear and cold water free from chemical and directly coupled with KSB electric motor operating of 415 volts suitable for 3 phase 50 cycle A.C. of following duty condition 7.5 HP 6 stage pipe.A- Discharge of water in LPM 860 approx size of discharge outlet in 80mm.B- Total head of pump set 45M |
| 143 | S/F of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq.m. |
| 144 | Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qui. Male switch fuse unit with HRC fuses, ameter, Voltmeter, selector switch, phase indicating lamp with bulbs, instrument fuse, power capacitor single phase preventir etc. complete set with supply of jyoti or eq. air break star - delta motor starter suitable for above submersible pump set. |
| 145 | Supply of 80mm dia M.S. column pipe of class \"C\" both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. |
| 146 | Supply of 80mm dia M.S. column pipe clamps with nut bolts packing etc. |
| 147 | Suuply of 80mm dia C.I. double flanged ISI mark reflex valve of upadhyay or eqi. Make. |
| 148 | Suuply of 80mm dia C.I. double flanged ISI mark sluce valve with hand wheel of upadhyay or eqi. Make. |
| 149 | Suuply of C.I. double flanged bend of 80mm dia i/c cost of material & labour. |
| 150 | Suuply of 80 mm dia C.I. tee heavy quality i/c cost of material & labour. |
| 151 | Supply of Guru / Fibing or equilavent make pressure gauge. |
| 152 | Erection & commissioning of pumping plants complete along with electric wiring. |
| 153 | Supply of steel wire rope of 1/2\" size. |
| 154 | S/B of 600mmx600mmx6.0mm G.I. plate vertically for earthing with its top at least 3 meters below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. & 8 to 10 SWG GI wite in 15mm dia GI pipe up to switch board (from apron to switch board the cost of GI, pipe and GI wire will be extra) 30cm square CI frame with hinged cover masonary housing alternate layers of charcoal / coke and salt at least 150mm thick alround etc. as per direction of E/I complete all respects as per drawing. |
| 155 | S/f of one number 8 to 6 SWG GI wire for earthing, laid in ground or inwall duly concealed including including the cost of of cement, sand, labour, T&P other material required for proper completion of the work as directed by engineer-in-charge. |
| 156 | S/Fixing of aluminium conductor PVC insulated armoured cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand around and protected with burnt bricks on sides and on top completed in all respect as per direction of engineer-in-charge. |
| 157 | Chlorinating Plant for 500 lpm. |
| 158 | PUMP ROOM |
| 159 | Excavation in ordinary soil (Loam clay or sand ) including lift upto 1.5 m lead upto 50 m & dressing of sides & ramming of bottoms & disposal of surplus excavated earth as directed by the engg-in-charge. |
| 160 | Roofterracing- Brick koba |
| 161 | Providing & Layingin cement concrete 1:4:8 (1 cement:4 c sand : 8 graded stone ballast 40mm nominal size) and curing complete. Including cost of form work in foundations & floors. |
| 162 | Reinforced cement concrete 1:3/2:3 mix (1 cement : 3/2 coarse sand : 3 graded stone aggregate 20 mm noninal size) of strength not less than M- 200 in lintels over doors & windows excluding reinforcement etc. |
| 163 | Same as itemno.5above but for slabs. |
| 164 | Class150 brickwork in 1:6 cement& C. sand of 2.25 fineness modulous mortar in foundation & plinth including supply of all materials labour, tools & plants etc. required for proper completion of the work. |
| 165 | Class 150 brick work in 1:6 cement & C. sand of fineness modulous mortar in super structure above plinth level upto floor two leve (upto two stories ) including necessary cutting and moulding of brick work as required . |
| 166 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). |
| 167 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for i+D23nside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 168 | Providing and fixing ball bearing for rolling shutters. |
| 169 | Fabrication of Grill/ Staircase railing |
| 170 | Z-Section window with openable frame |
| 171 | Mildsteel or iron work in heavy sizes such as truss built up gates record racks, roof work etc. wrought to required from including drilling rivetting or welding where necessary & their fixingreqd. for proper completion of the work. |
| 172 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with :. 4.0 mm thick glass panes |
| 173 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work ( when not included in over all rates ) Wrought to required shape as necessary including bending for proper completion of work and including supply of steel |
| 174 | 15 mm cement plasterinsingle coat on rough side single or half brick wall for interior plastering upto floor two level including arrises, internal rounded angles not exceeding 80 mm in girth & finished even & smooth. |
| 175 | 1 cement : 6 finesandforG.F. |
| 176 | 10 mmcementplasterin single or half brick wall for interior plastering upto floor two level icluding arrises internal round amg;es mpt exceedomg 80mm in girth & finished even and smooth No. extra for mixing amu additive. |
| 177 | 1 cement:6finesandfor G.F. |
| 178 | 15 mmcementplasterin single or half brick wall for interior plastering upto floor two level icluding arrises internal round amg;es mpt exceedomg 80mm in girth & finished even and smooth No. extra for mixing amu additive. |
| 179 | 1 cement:4coarsesandfor below plinth |
| 180 | 20 mm cement plaster in dado or skerting 1:2 consisting of one part of cement and 2 part of approved coarse sand laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 5:1 including supply of all materials , labour T&P etc. required for proper completion of work. |
| 181 | Making grooves10 to 12mmwide 8mm deep in 15 mm thick plaster in 1:4cement& F.sand mortar on the wall or in ceiling vertically and horizontally as required. |
| 182 | Cement concreteflooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. ( 40mm thick floor ) |
| 183 | Paintingtwpcoatsover priming coat on steel & other metal surface upto 10 cm width or grith or small articles not exceeding 0.10 sqmt. In areas with superior synthetic enamel such as Luxol3Hi gloss aqcolite superlac. Dulux specified finishing |
| 184 | Distempering (Two Coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of paris or approved synthetic materials and sand papered smooth including supply of all materails, labours, tools & plants etc. required for proper completion of the work |
| 185 | Finishingwall withtwocoats ofwater proofing cement paint of approved make such as super Snowcem, Durocem, Robiacem, Guttucem supercem quality & of required shade on undercoated wall surfaces( two coat ) over & including one coat white cement |
| 186 | Providing & fixing oxidised Iron tower boltswith necessary screws etc. complete. |
| 187 | 250 mm x 9 mm |
| 188 | Providing & fixing oxidised Iron handles 150 mm long to required colour & shade with necessary screw etc. complete. |
| 189 | Making 900 wide Apron 25 mm thick of cement concrete 1:2:4 (1 cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size) with base concrete 1:4:8 and 22 mm glass strip complete as per AR. |
| 190 | Providing and fixing on wall face un plasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes. 110 mm diameter |
| 191 | Add cost for Antitermite treatment. |
| 192 | HAND PUMP |
| 193 | Supply of following sizes of P.V.C. pipes fittings (6 kg/cm2) |
| 194 | (a) 110 mm dia P.V.C. pipe |
| 195 | Supply of following sizes of slootted P. V. C. pipes fittings(6 kg/cm2) |
| 196 | (a) 110 mm dia P.V.C. pipe |
| 197 | Supply of 32 mm dia G.I. Pipe (Medium Class). |
| 198 | Supply of 12 mm dia M.S. connecting Rod with hook and thread. |
| 199 | Supply of India Mark-II Hand Pump complete with 24 m connecting rod and one number Cylender. |
| 200 | Hiring of boring T&P including its carriage upto site and return back after completion of work. |
| 201 | 150 mm dia boring by palm & pressure method in all type of strata and levelling the site after completion of work including supply of all labour etc. complete. |
| 202 | (a) 0 to 30 M below G.L. |
| 203 | Preparation of PVC assembly and lowering of 110 mm / 60 mm PVC pipe and strainer including supply of all labour, carriage upto site etc. required for proper completion of work. |
| 204 | (a) 0 to 30 M below G.L. |
| 205 | Surrounding of hand pipe with coarse sand around and below strainer and remaining base including supply of all labour, T&P, materials etc. required for proper completion of work. |
| 206 | Carriage of India Mark-II Hand pump, 32 mm dia G.I. Pipe C/rod etc. for divisional store to site of work and its installation with G.I. Riser pipe including supply of all labour etc. complete with development of bore hole and its testing. |
| 207 | Construction of precast platform for India Mark-II Hand Pump as per departmental type design including supply of all materials, labours etc. required for proper completion of work. |
| 208 | Excavation for collection of water for boring 2.5x2.5x1.5=9.37 cum |
| 209 | Water collection for pressure boring. |
| 210 | Provision for unsuccessful bores |
| 211 | OVER HEAD TANK |
| 212 | EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches. |
| 213 | Providing and laying Cement concrete 1:4:8 (1cement :4 c sand :8graded stone aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 214 | R.C.C. work with cement, c.sand & 2 cm gauge approved S. B. in the proportion 1:1:2( 1 cement: 1 coarse sand : 2 agg.) in RCC raft, pile foundation & footing excluding supply of reinforcement & including necessary centering & shuttering etc. Strength of the Concrete shall not be less thanM-25 |
| 215 | R.C.C.work with cement , c.sand & 2 cm gauge approved S. B. inthe proportion 1:1:2( 1 cement: 1 coarse sand : 2 agg.) 20mm normal size ) in columnsM-25 |
| 216 | Level upto +7.40 m |
| 217 | Level From +7.40 m to +11.15 m |
| 218 | Level From +11.15 m to +15.00 m |
| 219 | Level Above +15.00 m |
| 220 | R.C.C.work with cement , c.sand & 2 cm gauge approved S. B. inthe proportion 1:1:2( 1 cement: 1 coarse sand : 2 agg.) 20mm normal size ) for SlabsM-25 |
| 221 | Level upto +7.40 m |
| 222 | Level From +7.40 m to +11.15 m |
| 223 | Level From +11.15 m to +15.00 m |
| 224 | Level Above +15.00 m |
| 225 | R.C.C.work with cement , c.sand & 2 cm gauge approved S. B. inthe proportion 1:1:2( 1 cement: 1 coarse sand : 2 agg.) 20mm normal size ) in lighter beams i.e. having spans upto 6 metres. M-25 |
| 226 | Level upto +7.40 m |
| 227 | Level From +7.40 m to +11.15 m |
| 228 | Level From +11.15 m to +15.00 m |
| 229 | Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles |
| 230 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc.complete as per specification & the direction of Engineer in-charge. |
| 231 | Single pile upto 50 tonne capacity |
| 232 | Initial test |
| 233 | Routine test |
| 234 | Mild steel or iron in plain work such as reinforcement concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and incl. supply of all steel & wastage & over lapping & hooks |
| 235 | Level upto +7.50 m |
| 236 | Level From +7.50 m to +11.25 m |
| 237 | Level From +11.25 m to +15.00 m |
| 238 | Level Above +15.00 m |
| 239 | Mild steel or iron work in heavy size such as trusses, build up gates record racks, roof work, gates etc wrought to required from including drilling holes riveting or welding where necessary and their fixing required for proper completion of the work. |
| 240 | (i) Fabrication ofLadder |
| 241 | Providing and mixing water proofing material in cement mortar for plastering or in concrete work in proportion recommended by the manufacturer. |
| 242 | Painting or vernishing on iron works in small areaswith two coat of ready mixed priming paint and two coat of approved superior quality ready mixed paind of clear synthetic varnish including supply of all materials labour and T&P etc required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103-1950 |
| 243 | Finishing walls with water proofing cement paint of approved make such as supper snowcem, durocem, robiacem, guttucem suppercem quality and of required shade on undecorated wall surfaces (two coat) over and including one coat white cement primer to give an even shade after thoroughtly brushing the surface to powdered materials including curing and cost of all materials |
| 244 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3m and nuts & bolts complete |
| 245 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 246 | Extra cost of scaffoling |
| 247 | Cost of Inlet, outlet, Over flow , wash out pipes and water meter gauge |
| 248 | FIRE FIGHTING |
| 249 | Supply and Fixing of Fire Extinguisher |
| 250 | a)ABC Type 6.5 Kg. (PWD SOR-18, PS NO. 1132 A) |
| 251 | b) CO2 Type 4.5 Kg. (PWD SOR-18, PS NO. 1132) |
| 252 | GST Extra as applicable |
AI Tender Summary
Tender Timeline
Aug 24, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 13, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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