Tender For Construction Of 04 Unit Toilet With Deep Boring Solar Submersible Dc Motor Pump And Water Supply For Upgradation Ps School Pagar Pahad Gp- Bhatbhanga Santhali Under Block Taljhari Dist - Sbg
Tender Value
19.81 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
7 days left
EMD
40000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
taljhari → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 04 Unit Toilet With Deep Boring Solar Submersible Dc Motor Pump And Water Supply For Upgradation Ps School Pagar Pahad Gp- Bhatbhanga Santhali Under Block Taljhari Dist - Sbg
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. xtra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B |
| 2 | Providing Earth filling in Foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) |
| 4 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I |
| 5 | Providing P.C.C.M - 200 with nominal mix of (1:1.5:3 ) in foundation and plintn with approvecl quality of stone chips 20 mm to 6 mm' lsize qraded and clean ccarse sand of F M 2 5' to 3 including l joint shuttering' mixing cement concrete in mixer and lptucing in position, vibrating, striking, curing (but excluding the icost of renifr ,rcement, taxes and royalty all ,rcement, taxes and royalty all complete' as per specification and direction of E/I |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 7 | Providing designation 75B brick work in CM (1:6) in Foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/ |
| 8 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal graded stone aggregate 20mm nominal size |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 10 | Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I |
| 11 | Providing 125mm thick reinforced designation 75A brickwork in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as sper building specification and direction of E/I |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 14 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 17 | Providing R.C.C.M - 200 with nominal mix of (1:1.5:3 ) in Roof Slab with approvecl quality of stone chips 20 mm to 6 mm size graded and clean ccarse sand of F M 2 5' to 3 including l joint shuttering' mixing cement concrete in mixer and lptucing in position, vibrating, striking, curing (but excluding the icost of reniforcement, taxes and royalty all complete' as per specification and direction of E/I |
| 18 | providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 19 | Providing Tor steel reinforcement as per approved design and drawing including carriage of Rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I. |
| 20 | Providing 40X6mm M.S. Flat rail under the gate welded with 150mm long 10mm dia M.S. Rods bent to 'L' shape at 1 M centres and fixed in concrete pavement properly with cost of 40mm dia 25mm wide C.I. Roller welded to gate . Taxes all complete as per drawing and direction of E/I |
| 21 | Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I |
| 22 | Supplying, fitting & fixing M.S.GRILL made of 20x6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted, welded and finishing smooth, hoisting as per building specification and direction of E/I |
| 23 | Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled 'Z' and mullton steel sections and size as per lS- 1038 joints met and welded with '100x16x3mm M.S. lugs fixe,J in cement concrete (1'.2'.4) blocks 15x10x'1Ocm, size including cost of oxidised iron fittings, with hinges, handle per steps, carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/| |
| 24 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer in-charge. |
| 25 | Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. |
| 26 | Providing 6mm cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 27 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 28 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. |
| 29 | Providing and laying 6mm. precast white glazed tiles in walls over 12mm. cement mortar (1 :3) and iointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royaity all complete as per building specification and direction and of E/1 |
| 30 | Providing and laying Double charged vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less then 0.08% and conforming to IS: 15622/ISO 13006 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement:4 Coarse sand0, jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with wite cement and matching pigments etc, complete Size of tiles 600 x 600 mm |
| 31 | Providing and laying vitrified Paring / Industrial tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 4457:2007, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 300x300 x 10 mm sizes |
| 32 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth |
| 33 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 34 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 35 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. xtra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B |
| 36 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) |
| 37 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 39 | Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 40 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 41 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 42 | Providing Tor steel reinforcement as per approved design and drawing including carriage of Rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I. |
| 43 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. |
| 44 | Supplying and fixing C.I. cover without frame for manholes : 19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 45 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 46 | Add carriage cost of Materials i) Cement + Rod 5+2 km |
| 47 | ii) Sand lead 50 km |
| 48 | iii) Chips lead 12 km |
| 49 | iv) Bricks leaD 30 KM |
| 50 | Supplying fitting and fixing viterous waterland earth ware I.W..C or Tarry Hindustan or any other I.S.S. approved makewith 100mm H.C.I.'P' trap15litress.1. orcopull andlet go flushing ------------- all complete as per direction of E/I. (A) 580mm long (a) 10 lit high level .C.I. cisterns |
| 51 | Supplying, fitting and fixing flat back or angular,lipped front vitreous white glazed earthen ware Urinal (Boys ) of 3.00 NOS. 4048.38 12145.14 glazed earthen ware Urinal (Boys ) of Hindustan Parry or any other I.S.S approved make with 5 litres C.I automatic flushing cisterns of reliance for any other I.S.S approved make wihall fittings with C.I or R.S brackets, standered sizes G.I.flush pipe with fitting clamps, 15mm C.I body brass spindle stop cock of approved quality weight not less than 400grams, 15mm P.V.C / Alkthene pipe 450mm long with brass coupling at both ends and doing plumbers joints including painting of exposed part with two coats of approved paint over a priming coat of red oxide, cutting wall and floor, making good the same rtc. all complete as per specification and direction of E/I. |
| 52 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Parry Hindustan or any other I.S.S approved make supported on painted C.I or R.S brackets 32mm C.I brass waste, 15mm dia C.I body brass spindel stop cock of approved quality of weight not less than 350 grams, 32mm PVCwaste pipe 750 mm long with brass coupling at one end and making plumber joints etc . all complete as per specification and direction of E/I. |
| 53 | Supplying and fixing H.C.I. fittings of approved make confirming to I.S.S.1729 including supplying nails and bobines lead and yarn from making lead caulked joints including earth work or providing scaffol ding as the case may be all complete as per specification and direction of E/I. 100 mm dia pipe |
| 54 | 100 mm dia door tee |
| 55 | 100 mm dia plane band |
| 56 | 100 mm dia plane trap |
| 57 | 100 mm dia crowl |
| 58 | Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600x450mm inter nal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475mm G.I. Cover with frame (weight not less than 36kg.) alongwith earth work in excavation and 80 mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per spe cification and direction of E/I. |
| 59 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specifi cation and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost). 20 mm dia |
| 60 | 15 mm dia |
| 61 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) |
| 62 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specifi cation and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost). eloow 15 mm dia |
| 63 | 20mm dia |
| 64 | tee plaine 15 mm dia |
| 65 | 20 mm dia |
| 66 | reducing socket 20 mm dia |
| 67 | nipple 15 mm dia |
| 68 | 20 mm dia |
| 69 | pulg 15 mm dia |
| 70 | 20 mm dia |
| 71 | reducing tee plaine 20 mm dia |
| 72 | union socket 15 mm dia |
| 73 | 20 mm dia |
| 74 | socket 15 mm dia |
| 75 | 20 mm dia |
| 76 | bend socket 15 mm dia |
| 77 | 20 mm dia |
| 78 | 15 mm dia brass bib cock |
| 79 | 15 mm dia brass stop cock |
| 80 | 15 mm dia cp brass pillar cock |
| 81 | hole in wall |
| 82 | wiring for light point / fan point / exhaust fan point |
| 83 | Twin Control Point wiring in PVC conduit, with modular type switch: Wiring for Twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, 2 way modular type switch,modular plate, sutiable size G.I box etc as requried. |
| 84 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 85 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 86 | prov. Pvc conduit 4x4sqmm pulg point |
| 87 | s/f/f metal box size 210mm x206 mm x 48 mm |
| 88 | s/f/f celling rose |
| 89 | itc of fluorecent tube fitting |
| 90 | suppying and fixxing battened holder |
| 91 | itc exahaust fan |
| 92 | s/f 300 mm dia exhaust fan |
| 93 | s/f fluorescent tube |
| 94 | Designing,Supplying, Installation,Testing &Commissioningperwithall tools&Parts of following Solar Photovoltaic (SPV) Quota Solar Submersible D.C. Water Motor Pump Suitable for tionminimum 125mmx115mmborewellasperMNRE Guideline with following specifications & SPVarrayscontainsspecifiedNoofsame capacity type & specification modules connectedtoseriesorparallel toobtained the requiredvoltage¤t thepower outputof individualPVmodulesshouldbe minimum 200 watt peak. i)TheSPVmodulesshouldbeasperIEC 61215 and IEC 61730 part 1.0) ii)Allexternalpartsofmotorpumpusedin bmersiblepumpwhichareincontactof water is stainless steel grade 303 or higher as required. ii)ThePVmodulesshouldbemountedon metallic structure of adequate strength and appropriate design which can withstand load of modules&Highwind pressure up to 200Km/h. iv)Themodulemountingstructureshould be hot dip galvanized according to IS 4759. v) Toenhance theperformanceof SPV waterpumpingsystem&arrangement for seasonal tilt angleAdjustment shouldbe provideda)Nameof theManufactureror Distinctive Logo. 1EACH 170820 170820 |
| 95 | Provision of solar night lamp |
| 96 | Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. (DWSD-3.1.1.1) |
| 97 | Dismantlingplaincementconcretework including stacking serviceable m |
| 98 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality o |
| 99 | Manufacture, supply and Delivery of following Nominal dia UPVC column 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm |
| 100 | wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm |
| 101 | Providing and supplying High Density Polyethylene pipe (HDPE pipe) 63 mm HDPE Pipe |
| 102 | 50 mm HDPE Pipe- |
| 103 | 32 mm HDPE Pipe- |
| 104 | 20 mm HDPE Pipe- |
| 105 | Providing and fixing Gun Metal Gate valve with C I wheel of approved qualit 50 mm dia . |
| 106 | 65 mm dia . |
| 107 | Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory |
| 108 | excluding transportation, taxes and duties. PE-80 , PN- 10 8 Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper 50 mm HDPE Pipe |
| 109 | 65 mm HDPE Pipe |
| 110 | 65 mm HDPE Pipe |
| 111 | 50 mm HDPE Pipe |
| 112 | 32 mm HDPE Pipe |
| 113 | 20 mm HDPE Pipe |
| 114 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 |
| 115 | (Part 1/2004) ISI Mark /medium quality in Stand Post. 10Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes |
| 116 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13 (1) Elbow(a) 15 mm dia |
| 117 | (2) Reducer Socket (a) 20 x 15 mm dia. |
| 118 | 3) Nipple (a) 15 mm dia. |
| 119 | (4) Plain Socket (a) 15 mm dia. |
| 120 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. ma |
| 121 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E |
| 122 | 65 mm dia Full way valve |
| 123 | Poviding and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra |
| 124 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in |
| 125 | Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post i |
| 126 | Providing brick masonry chamber of inner size 600 x 600 x 450 mm deep |
| 127 | Earth work in back filling the trenches after laying different types and size |
| 128 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all |
| 129 | Cost of drilling 200mmX165mmX250 Mtr deepborewell inall kindsof soil androck inruralareafor installationof pumpboresetwithHydraulicDTHRig machine, all complete including supplyingallmaterials, tools,drillingrig. Air Compressor and equipments, as well as fuel, lubricants and cost of transportationofRigmachineandother vehicles up to the site. (a) 0.00mUp to50.00mdepthbelow G.L. In Rural Areas (DWSD 119 |
| 130 | b) Above 50.00 m TO 250 |
| 131 | Supplyingall tools, tackles&loweringof 200mmdiaMSERWcasingpipeof 6mmwall thickness includingwelding charges, cost of pipeetc. all complete job. (DWSD Item 120) |
| 132 | Supplyingallmaterials, labour, tools& equipments for fitting& fixing200mm diaMScapover casingpipecomplete job. (DWSD Item 120 B) |
| 133 | Providing brick masonry chamber of innersize600x600x450mmdeepfor borewell protection having 125mm thick wall and 75mmR.C.C cover including cement plaster of exposed surface,etcallcompletejob(Annexture I). |
| 134 | Providing structural steel galvanised tubular hollow section work in trusses, othersimilar trussedpurlinsandmembers withall bracinggusset platesetcasper detaileddesignanddrawingorasdirected by Engineer-in-charge, including cutting fabricatinghoisting, erectingand fixing in position, making riveted/bolted /welded connectionsandonecoatofanticorrosive paintandover it twocoatofalloilpainting & For Structure(PLUS) Providing and applyingmaterials&labour for2%hotdip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components tobeGalv)preferablyTATA structuralsectionetcincludingnessarynut bolt |
| 135 | Providingstructural steelwork in trusses other similar trussed purlins. and memberswithbracinggusset plates etc asperdetaileddesignanddrawingoras directedbyEngineer- in-charge including cutting fabricating hoisting erecting and fixing inpositionmaking revertedbolted welded connections one coat of anticorrosivepaintandover it twocoatsof oilpaintingetccomplete(MJP2021-2022 Sec F Item 6) |
| 136 | Materials and labour for vinly painthing |
| 137 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. xtra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B |
| 138 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 139 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 140 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size |
| 141 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 142 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 143 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I |
| 144 | Providing Earth filling in Foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I. |
| 145 | Add carriage cost of materails cement + rod 20 km |
| 146 | sand 20 km |
| 147 | chips 20 km |
| 148 | Providing and fixing HDPE container Syntex or alike one piecemolded water tank made. out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank(DWSD item No-01 M) |
| 149 | Transportation Charge |
| 150 | Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour |
| 151 | Making hole in Tank |
| 152 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc, |
| 153 | Add cost of S/B And Photography |
| 154 | Add . 18 % GST |
| 155 | add 1 % labour cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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