Housing Urban and Rular Development Government Departments Closing in 11 days TDR #57717722

Tender For Upgradation Of The Existing Hsc With Parking Area, Yhoga Shed, Waiting Area, Sharp Pit, Rain Water Harvesting, Pathway Etc. At Health Sub Centre Singhdaha Block Topchanchi, Distt. Dhanbad.

Issued by Government Departments · Dhanbad, Jharkhand
Tender Value
52.01 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
11 days left
EMD
1.04 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dhanbad → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Upgradation Of The Existing Hsc With Parking Area, Yhoga Shed, Waiting Area, Sharp Pit, Rain Water Harvesting, Pathway Etc. At Health Sub Centre Singhdaha Block Topchanchi, Distt. Dhanbad.

BOQ

Name of Work:- Upgradation of the Existing HSC with parking Area, yhoga Shed, Waiting Area, Sharp Pit, Rain Water harvesting, Pathway etc. at Health Sub Centre Singhdaha Block Topchanchi, Distt. Dhanbad.
Sl. No. Item Description
1Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I.
2Extra for cleaning the old surface by scrapping the entire old white wash or colour wash including cost of scaffolding all complete as per direction of E/I.
3Dismantling patent stone floor including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
4Providing and laying Doublecharge vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 / ISO 13006 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 600x600 mm .
5Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 1 2 mm thick bed of cement mortar 1 : 3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 11.46.2 Size of Tile 600x600 mm
6Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 : 4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
7Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
8Reinforced 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 sand(zone-111) : 3 graded stone aggregate 20 mm nominal size).
9Providing 6 mm thick cement plaster (1:4) in ceiling 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/l.
10Providing 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/l.
11Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete.
12Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm)
13Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/l.
14Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointing with white cement including rubbing, polishing and cost of curring taxes and royalty all complete as per building specification and direction and E/I. With \\"A\\" grade white 15X15cm Tiles.
15Taking down chaukhats in doors including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
16Taking down old door and window shutters including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
17Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)
18Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
19Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
20Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1 .4 mm aperture on both sides
21Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand)
22Supplying, 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.
23Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 1 9 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineerin- Charge.
24Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 1 9 gauge thickness and size of 1 9 mm x 1 9 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 1 1 5 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 1 0 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 1 5 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, anufacturer's specification & drawing. 9 . 1 2 0 . 1 30 mm thick plain PVC door shutters
25Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I.
26Providing 19 mm 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/l.
27Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 14.91.1 3 mm thick
28Supplying, fitting and fixing viterous white glazed earthen ware wash and basin of parry of Hindustan or any other I.S.S. approved make supported on pointed C.I. or R.S. brackets 32m. C.I. bras waste 15mm dia C.I. body brass spoindle stop cock ofapproved quality of weight not less than 350grm. 32mm P.V.C. waste pipe 750mm long with brass coupling at one end and making plumber joints etc. all complete as per specification and direction of E/I.
29Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of E/I. (Approved Brand - ASTRAL/ SUPREME)
3015mm dia
3120mm dia
3225mm dia
33Providing 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. 18.9.3 25 mm nominal dia Pipes
34Providing and fixing brass / C.I. Stop cock of approved quality all complete as per specification and direction of E/l . BRASS STOP COCK - 15 mm dia.
35Providing and fixing G.M. non return valve Horizontal / vertical type of approved quality as per specification and direction of E/l.
36Horizontal - 20 mm dia.
37Vertical - 15 mm dia.
38Supplying, fitting and fixing viterous white glazed earthen ware I.W.C. of Parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. \\"p\\" trap 15 liters C.I. or C. pull and letgo flushing cistern of names or other I.S.S. equivalent make, complete with all fittings, C.I. or C.C. brackets 32mm alkathen/P.V.C. telescopic flush, pipe about 2M long with one brass coupling and clamps G.I. chan and pull inclding supplying and fixing a pair of viterous white lazed earthenware where footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weiht not less than 50 grms. 15mm P.V.C. connection pipe 150mlong and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.
39Providing and fixing male ended 15 mm dia brass bib cock of approved quality ( wt not less than 350 gms ) with extra socket all complete as per specification and direction of E/l .
40provding and laying of 110mm dia. P.V.C. pipe for outlet of water to outlet drain including all accessories ,I.e lubricants, solventcement, clamp, ring, sockets etc.(SUPREME S.W.R.)
41110mm
42Providing and fixing PVC Pipe fittings with all accessories (supreme make)
43i) Coupler 110 mm
44ii) Single pushfit Coupler 110 mm
45iii) Single tee with door 110 mm
46iv) Single tee without door 110 mm
47v) Bend 87.5° 75 mm
48v) Bend 87.5° 110 mm
49vi) Shoe (Plain) 110 mm
50Making plinth protection 50mm 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 necessary excavation, levelling & dressing & finishing the top smooth.
51Providing 150mm. Wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron including cost of eartwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I.
52Supplying labours, tools and tackles for cleaning filled and choaked man hole, septic tank, inspection chamber, gullay pits, sewerage tank etc. in all lift and disposal of spoils upto a lead of 50 M all complete as per specification and direction of E/l.
53Providing tor steel reinforcement of 8mm. to 16mm dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (Only valid for SAIL & TATA Steel)
548 mm Rod
5510 mm Rod
5612 mm to Above Dia Rod
57Backhoe - loader 1 cum bucket capacity
58Wiring for light/fan point/ exhaust fan point/ call bell point with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface/recessed conduit with modular type switch,modular plate,suitable size G.I Box etc. as required.
59Group - A
60S/F Piano type switch/ socket:- Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
615/6 amps, one way switch
6215/16 amps, one way switch
633 pin 5/6 amps, socket outlet
6415/16 amps, 6 pin socket outlet
65Wiring for curcuit submain wiring along with earth wire with the following sizes of PVC insulated copper conductor single core cable in surface of recessed PVC conduit as reqd.
662 x 1.5 Sq mm + 1x 1.5 Sq mm earht wire
672 x 2.5 Sq mm + 1x 2.5 Sq mm earht wire
684 x 2.5 sq.mm. + 2 x 2.5 sq.mm. earth wire
69S/F metal box of 180 x 100 x 60 m deep on surface/recessed with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 and 15/16 Amp socket outlet and 15/16 Amp piano type switch connection etc as required.
70S/F brass batton/ Angle holder including connection etc as reqd.
71S/F 3 point 5 Amp ceiling rose on the existing junction Box wooden block including connection etc as reqd.
72SITC of followitn rating, surface mounted LED light fitting, suitable for 230V 50Hz, single phase supply etc. complete as required. 20/22W LED tube light
7310/12 W Led Tube Light
7415/16 Watt LED Bulb
75Supplyinstallation, testing and commissiioning of following size ceilling fan, 3 Blades confirming to IS 374:2019 including wiring the 1200mm (48\\") ceilling fan
76Supplying 16\\" (400mm) Wall mounted fan \\"
77S/F Modular type stepped tube electronic fan regulator on the existing plate switch box including connection but excluding modular plate etc as required
78S/F the following way single pole and nutral sheet steel M.C.B. D.B. consumer unit 240 V on surface/recess complete with tinned copper busbar, nutral busbar earth plate dinbar hinged front acrylic cover for MCB Knob datachable gland plate inter connection phosphatied and powder painted including earthing etc as required (without MCB/RCCB/Insolator)
792 + 8 way
80S/F 'B' series, S. P. MCB:- Supply and fixing 6 amps to 32 amps rating, 240 volts, 'B' series, miniature circuit breker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
816/32 amps, single pole, \\"B\\" series
82S/F 'C' series MCB:- Supply and fixing following, 240 volts, 'C' series, miniature circuit breker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
836/32 amps, SPN
8450/63 amps, DP
85S.I.T.C. of following rating LED Flood lighting lumninarie with pressure dia cast housing and thoughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270V AC, 50Hz Luminarie shall be confirmed to IS: 10322 part-5/section-3 and shall be complete with all necessary accessories as required. 50/60 W LED Flood Light
86Earth 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 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
87Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B)
88Providing 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/l (Mode of measurement compacted volume).
89Providing designation 75B 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.
90Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.1 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
91Providing 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-Ill) : 4 graded stone aggregate 20 mm nominal size) (P.C.C in Found.)
92Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).
93Providing 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.
94Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
95Providing 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.
96Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. (5.3.9.1) 1:1.5:3 (1 cement :1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)
97Centering and shuttering including strutting, propping etc. and removal of form for.
98Foundations, footings, bases of columns, etc. for mass concrete
99Weather shade, Chajjas, corbels etc., including edges
100Lintels,Beam, Plinth Beam,Girders,Bressumers and cantilevers.
101Columns,Pillars,Piers,Abutment,Posts and Struts.
102Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick
103Supplying, fitting and fixing 20mm dia M.S. Bar 1 meter long holding down bolt with nuts washers 100 X100 X6mm plate fitted and fixed with cement concrete (1:24) as per approved design all complete as per building specification and direction of E/I.
104Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
105Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams persqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 1 2 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDMseal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to \size and shape wherever required.
106Providing and laying 25mm thick kotah stone slab flooring of approved size texure and colour over 19mm thick base of lime mortar (1:1:1) (limeputty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. 300X300 mm size
107Providing 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/l.
108Providing 1.5 mm cement punning including curring, carrage of water with all leads and lifts as per building specification and direction of E/I.
109Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
110Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:1.5:3 (1Cement: 1.5 coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size)
111Providing designation 75B 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.
112Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\") in C.M. (1:6) in foundation and plinth with approved uality 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 all complete as per building specification and direction of E/I.
113Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)
114Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
115Providing MS Angle 65x65x6 mm size --do--do-- all complete job.
116Labour for fabricating, erecting, hoistion and fixing in position structrral steel work in R.S. Joist, channel, Angle, Tee, flat, plate, latice member, built up compound section in column, girder, stair case, or truss including cost of gusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding ( machining wherever necessary) with applying a priming coat of red lead paint all complete as per approved drawing, building specification and direction of E/I.
117Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
118Drilling 6mm dia hole M.S. angle iron for fixing of staples etc. as per building specification and direction of E/I.
119Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm 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.
120Providing 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).
121Labour for laying, fitting and fixing NP2 R.C.C. spun pipe with collars in lines, level and grade and providing approved jointing materials and joints properly filled to make them leak proof including providing sight rails, bonning rod, night guard, red light and barrier etc. all complete as per specification and direction of E/l.
122Supplying NP2 RCC hume with colour as work site as per direction of E/I. 150 mm dia.
123Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 23.4.1 100 mm nominal size dia
124Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
125Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge.
126Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
127Basic Rates for 125/115 mm dia drilled tubewell for drilling all kinds of soil and rock for installation of hand pump with DTH rig machine all complete including supplying all materials,labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125/115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to stie of work as per specification and direction of E/I. Drilling upto 30 mtr. depth below G.l. inRural Area.
128Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1 0 . 1 6 . 1 Hot finished welded type tubes
129Labour for fitting and fixing G.C.I. Or C.A. Sheet roofing in proper slope including the cost of \\"J\\" or \\"L\\" hooks, limpet and bitumen washers, carriage of sheet to work site, and taxes all complete as per building specification and direction of E/I.
130Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 1 2. 5 1 . 1 Ridges plain (500 - 600mm)
131Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment)
132Supplying and stacking at site dump manure form approved source, including carriage upto 5 km compelete.
133Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge.
134Mixing earth and sludge or manure in the required proportion specified or directed by the officer-in-charge.
135Preparation of beds for hedging and strubbery by excavatiing 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling threeecavated earth after breaking clods and mixing with sludge or manure in the ratioon of 8.1 (8 parts of stacked volume of earth after reduction by 20%. --do--do-- all complete job.
136Uprooting wedds from the trenched area after 10 to 15 days of its flooding with water including disposal uprooted vegtation.
137Providing designation 75A one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
138Filling 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)
139Cost of drilling 200 mmx 165 mm x 125 mtr. Deep bore well in alikinds of soil and rock in rural area for installation of pump set with Hydraulic dTH Rig machine, all complere including Supplying all materials, tools, drilling rig, Air Compressor and equipments as wall as fuel, lubricants and cost of transporation of Rig machine and other vehicles up to the site.
140From 0.0 m to 50.0 m depth bellow G.L.
141From 51.0 m to 125.0 m depth bellow G.L.
142From 126.0 m to 150.0 m depth bellow G.L.
143Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.3 200 mm nominal size dia
144Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
145Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 23.13.3 200 mm dia
146Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 23.14.3 200 mm clamp
147Supplying 100 dia submersible pump sets confirming to IS 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller, Motor suitable for working on 15V110%, 3PH, 50 Hz, AC Supply with cable guard, thrust fiber bearing to wwithstand entire hydraulic thrust, water winding shall be proveded the pump set shall be suitable for diret coupling Pump shall have suitable outlet as per design. Anti thrust stream lined non return valve Ii be provided with pump. 3 meter submeresible copper ductor cable in single/double run shall be provided with each pump. Submersible pump set 100 mm dia. (with polypropylene/Noryl impeller) up to 20 stages. 1.5 HP
148FR PVC insulated 3 crore 4 sq.mm coper wire
149Supplying fitting and fixing lowering 40 mm dia. G.L. collumn pipe --do--do-- all complete job as per direction of E/I.
150Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. with comman brunt clay F.P.S. (npn modular) bricks of class desination 7.5
151Carrage of material
152Sand av lead 30 K M
153Chipes av lead 20 K M
154Ston Metal lead 20 Km.
155Bricks av lead 8 K M
156Add 18 % GST (in Basic Rate must fill 12)
157Add 1% Labour Cess (in Basic Rate must fill 1) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57717722
AUTHORITY Government Departments
TENDER VALUE 52.01 Lakhs
LAST DATE 09-10-2026
Authority
Authority Name Building Construction Department
Work Description Tender for Upgradation Of The Existing Hsc With Parking Area, Yhoga Shed, Waiting Area, Sharp Pit, Rain Water Harvesting, Pathway Etc. At Health Sub Centre Singhdaha Block Topchanchi, Distt. Dhanbad.
Basic Detail
Tender No 12/2026-27/EE/BCD/DHANBAD
Bidding Type Tender
Location
City Dhanbad
State Jharkhand
Key Dates
Publish Date 25 Sep 2026
Submission Date 09 Oct 2026
Open Date 10 Oct 2026
Finance
Tender Value 52.01 Lakhs
Tender Fee 10000
EMD 1.04 Lakhs
Exemption Not Available
Document List
5a6e0ed5-6452-4410-81c7-d723748eae76.html
BOQ_161254.xls
Corrigendum.pdf
F-2-Group-01.pdf
Tendernotice_1 (34).pdf

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Tender Timeline

Sep 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 09, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Oct 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

Tender Documents

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html

5a6e0ed5-6452-4410-81c7-d723748eae76.html

xls

BOQ_161254.xls

pdf

Corrigendum.pdf

pdf

F-2-Group-01.pdf

pdf

Tendernotice_1 (34).pdf

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