Public Administrative Department Local Bodies Closing in 5 days TDR #56364848

Tender For Renovation & Beautification Of Zila Parishad Old Building (To Be Repurposed As Vivah Bhawan) Near Fire Brigade Office Under Block Giridih District Giridih

Issued by Local Bodies · Giridih, Jharkhand
Tender Value
65.93 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
5 days left
EMD
1.32 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Renovation & Beautification Of Zila Parishad Old Building (To Be Repurposed As Vivah Bhawan) Near Fire Brigade Office Under Block Giridih District Giridih

BOQ

Name of Work:- Renovation & Beautification of Zila Parishad Old Building (To be Repurposed as Vivah Bhawan) Near Fire Brigade Office under Block Giridih District Giridih
Sl. No. Item Description
1Dismantling pucca brick or lime 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/l.
2Dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/l.
3Dismantling plain cement or lime concrete 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/l.
4Dismantling pucca brick or lime 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/l.
5Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
6Providing 12 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.
7Providing 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.
8Providing 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.
9Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
10Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
11Providing 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.
12Providing and applying high quality Acrylic Modified Resin Bases Texure do…do…all
13Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming.
14Taking down choukhat in doors including stacking serviceable materials within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l.
15Taking down choukhat in windows including stacking serviceable materials within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l.
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/l.
17Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per directionof Engineer-In- Charge. (Note: stainless steel butt hinges andnecessary S.S screws shall be paid separately)
18Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per directionof Engineer-In- Charge. (Note: stainless steel butt hinges andnecessary S.S screws shall be paid separately)
19Supplying, 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/l.
20Supplying, 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.)
21Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/l. ( Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification)
22Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/l.
23Supplying, fitting and fixing callapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2 mm at 100mm. centres and braced with M.S. flat diagonals 20 x 3mm with top and bottom rails of T.iron 40x40x6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage , hoisting and taxes all complete as per building specification and direction of E/l.
24Providing and laying 25mm thick kotah stone tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing 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.
25Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/l.
26Providing and laying 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, 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.11.41.2 Size of Tile 600x600 mm
27Providing designation 75 A brick work in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.
28Rainforced cement concrete work in walls (any thickness), including atteached pliadters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments , posts and struts etc. above plinth level up to floor five level,excluding the coat of centering and shuttering, finishing and reinforcement : 1:1.5.3 (1 Cement : 1.5 Coarse sand (Zone iii) : 3 Graded stone aggregate 20mm nominal size )Rainforced cement concrete work in beam,suspended floors, roofs having slope up to 15º landing , balconies, shelves, chajjas , lintels, bands, plain window sills , stairscases and sprial stair cases above plinth level up to floor five level,excluding the coat of centering and shuttering, finishing and reinforcement : 1:1.5.3 (1 Cement : 1.5 Coarse sand (Zone iii) : 3 Graded stone aggregate 20mm nominal size )
29Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars 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. 8# @25%
3010# @20%
3112# - 25# @ 55%
32Centering and shuttering inculding strutting , propping etc.and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
33Centering and shuttering inculding strutting , propping etc.and removal of form for suspended floors, roofs, landings, balconies and access platform…do..
34Providing 150 mm. wide brick drain in cement mortar (1:6) with av. 125 mm. clear depth and 250 mm. apron including cost of earthwork involved with 75 mm. ~ cement concrete (1:4:8) 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/l.
35Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over75mm thick bed of dry brick ballast 40 mm nominal size, well rammedand consolidated and grouted with fine sand, including necessaryexcavation, levelling & dressing & finishing the top smooth
36Carriage of Materials Cement 5Km(P)
37Sand 7km(P)+1Km(K)
38Stone chips 15KMP)
39Stone Matel 15KMP)
40Bricks 7 Km(P)+1 Km(K)
41Wiring for light/ point/ fan point/ Exhaust fan point/ Call bell point with 1.5 sq. mm F.R. A.V.C. insulated copper conductor cable in surface/ recessed P.V.C. conduit as required with piano type, switch, phenolic laminated sheet M.S. Box earthing the point PVC insulated copper with 1.5 sq. mm a. CUPVCEGRA - Group - A
42b. CUPVCEGRB - Group - B
43c. CUPVCEGRC - Group - C
44Twin control point wiring PVCconduit with piano type switch:- Wiring for control point witch 1.5sq.mm FR PVC insulated copper conductor singl core cable in surface/recessed PVC conduit,2 way piano type switch, phenolic laminatad sheet, suitable size PVC/G.I. box etc .as riquied.
45Supplying and fixing following piano type switch/socket do-do E/I. 5/6 amp switch
463 Pin 5/6 amp socket outlet
47Wiring for sub main wiring with following type P.V.C do---do----E/I. 2x2.5sqm mm+1x2.5mm earth wire
482x6sqm mm+1x6mm earth wire
494x6sqm mm+2x6mm earth wire
50S/F 'B' series, S.P. MCB:-Supplying and fixing 6amps to 32ampsrating,240 volts,'B' series,miniature circuut breaker suitable for lighting and other loads for following poles in the existing MCB DB complete with connections,testing and commissioning etc.asrequied. 6/32amps,single pole, ''B'' series
51S/F TPN RCCB:- supplying and fixing following rating,TO&N (three phase and neutral)415 volts,residual current circuit breaker (RCCB),having a sensitivity current upto300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc.as required. 100amps
52S/F s.p. MCB DB:supplying and fixing following way three pole neutral sheet,MCBdistribution board,415volts,on surface/recess,completewith tinned copper busbar,neutral busbar,earth bar,din bar, detachable gland plate,interconnection,phosphatized and powder painted including earthing etc asrequierd.(But without MCB/RCCB/lsolator) 4way(4+12),Double door,Horizontal type
53ceiling rose , 2 plate , 5 amps modular
54Batten / angle holder
55LED batten (20/22 w)
56Copper Earth pipe eletrode:-Erthing with copper erth plate 600mm x 600mm x 3mm thick inculuding accessories,and providing masonare enclosure with cover plate having locking arrangment and watering pipe etc.as required.(But without charcoal or coke and salt).
57S/L 25mm x 5mm G.I. earth strip in ground:- supplying and laying 25mm x 5mm G.I. strip at 0.50 metre below ground as strip earth electrode, including soldering etc. as requried.
58P/F lighting conductor finial:- providing and fixing of lighting conductor finl,made of 25mm dia 300mm long, G.I. tube, having single prong at top,with 85mm dia 3mm thick G.I. base plate including holes etc .complete as required.
59S/F HRC fuse type TP&N switch disconnector:-Providing fixing following capacity duoble pole/TP&N sheet metal switch disconnector fuse in existing metal board,with ISI marked HRC fuse, including holes in metal board,making connections ,etc. as erquired. 100amps, TP&N,HRC
609/10 watt led blub
611200mm (48\\") ceiling fan
62Supplying and fixing flood light LED 90/100 W with bracket
63Supplying & fixing 12\\" dia exhaust fan with loovers.
64I.T.C. of exhaust fan.
65Providing and fixing water closet squatting Pan (Indian type W.C pan) with 100 mm. sand 100 mm sand cast iron P or S trap 12.5 litre low level white PVC flushing cistern with manually control device (handle lever) confirming to IS 7231, Parry ware/ Hind ware/ Sea bird/ Orient 9coral) cutting and making food the walls and floors where ever required.While Vitreous china orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
66Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with \\"p\\" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (i) with P.Trap (a) 12.5 lit. low level C.I cistern
67Supplying, fitting and fixing flat back or angular, lipped front viterous white glazed earthenware urinal of \\"Hindustan\\" \\" Parry\\" or any other approved I.S.S. make with all fittings with C.I. or R.S. brackets, standard size G.I. flush pipe with fitting clamps, 15 mm C.I. body brass spindle stop cock of approved quality weight not less than 400 grms. , 15 mm P.V.C. alkathene pipe 450 mm long with brass coupling at both ends and doing plumber joints including painting of exposed part with 2 coats of approved paint over a priming coat of red oxide, cutting wall and floor, making good the same etc. all complete as per specification and direction of E/l. (A) Flat back or standing corner ( 600 mm x 350 mm )
68Supplying, fitting and fixing viterous white glazed earthen ware wash hand basin of Parry or Hindustan or any other I.S.S. approved make supported on pointed C.l. or R.S. brackets 32 m C.I. brass waste 15 mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350grms., 32 mm 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/l.
69Providing and fixing brass bib cock of approved quality : 18.15.1 15 mm nominal bore
70Providing and fixing PTMT extension nipple for water tank pipe, fittingsof approved quality and colour.18.75.1 15 mm nominal bore, weighing not less than 32 gms
71Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply, including all CPVC plain &brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cementand the cost of cutting chases and making good the same including testingof joints complete as per direction of Engineer in ChargeEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and do - do - as per approved design, building specification and direction of E/l. 15 mm nominal dia Pipes
7220 mm nominal dia Pipes
7325 mm nominal dia Pipes
74External work- 40mm nominal bore
75Providing and fixing Gun metal full way valve of approved qualtiy, all complete as per specification and direction of E/l. (a) 20mm dia
76(b) 25mm dia
77(c) 40mm dia
78Making hole in wall for G.I. pipe and restoring the same all cost complete. (250 mm dia)
79Providing and fixing on wall face unplasticised 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.12.41.2 110 mm diameter
80Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised 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. Single tee with door-110mm dia
81Plain tee - 110mm
82plain band - 110mm
83Providing and fixing brass stop cock of approved quality all complete as per specification and direction of E/I. 15mm
84i) C.P . Brass Pillar cock
85vi) Angular stop cock (Long thread)
86xviii) Pressure adjustable shower
87Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 18.53.1 15mm nominal bore
88S/F/F Mirror of 6mm thick plate glass bevelled edge mirror--do--do--all
89600x20 mm C.P.brass towel rail
90S/F/F C.P brass soap dish container medium quality with scerwand hinges etc.
91Cutting drain width wise above GL for laying PVC…do…
92Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame completeas per standard design : 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
93Earth work in excavation in foundation trenches in ordinary soil do-do-all.as per approved design, building specification and direction of E/l.
94Providing coarse clean sand in filling in foundation trenches or in plinth do-do-all.as per approved design, building specification and direction of E/l.
95Providing designation 75 B 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/l.
96Providing and laying in position cement concrete of specification grade excluding the cost of centering and shuttering - 1:2:4 (1 cement : 2 coarse sand ( zone - iii), 4 graded stone aggregate 40 mm nominal size)
97Providing designation 75 B brick work in C.M. (1:6) in foundation and plinthdo-do-all.as per approved design, building specification and direction of E/l.
98Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bends, 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 - iii), 43graded stone aggregate 20 mm nominal size)
99centering and shuttering including structting, propping etc,and removel of form for suspended floors, roofs landings balconies and access platform
100Providing 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.
101Providing 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.
102Providing tor steel reinforcement of 10mm. dia. rods do-do-all.as per approved design, building specification and direction of E/l.
103Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brickhoney comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 mlong complete as per standard design
104Carriage of Materials. (A) Sand av lead 7 K M(P)+ 1KM(K)
105(B) Bricks av lead 8 K M
106( C ) Chipes av lead 15 K M
107(D) Cement & Steel Lead 5 km (P)
108Excavation in Soil with Dozer with lead upto 100 meters (Exacavation for road way in soil by mechanial means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross section.)
109Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposite at site from roadway cutting and excavation from drain and foundation of other structure gread and compacted to meet requirement of table 300-2)
110Construction of Sub Grade & Earthen Shoulder ( Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
111Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. (a) From 0.00 M to 50.00 M below G.L.
112(b) From 51.0 M to125.00 M
113Supplying all materials, labours,eqipments for lowering 200 mm dia m.s. ERS Pipe as casing of well thickness 6 mm for protecting the sites from falling during process of drilling all complete including carriage to work at site.
114Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by \\"V\\" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge
115Providing 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:200 mm dia
116Providing 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.200 mm clamp
117supplying sumersible pump sets confirming 1.5 HP
118supplying fully automatic star delta starter to operate induction motor
119Supplying extra Deep well Hand Pump Complete sets with cylinder assembly & connecting Rod (12 pcs) as per IS code
120Providing 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 jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge(32 mm dia)
121Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B)
122Providing 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)
123Providing designation 75 B 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
124Providing nominal mix PCC of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
125Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. (a)Foundation for Steel structure staging Footing and Vertical Pedestal
126Column (BCD-SOR-5.3.10)
127Tie Beam (BCD-SOR-5.3.11)
128(b)Foundation for Solar panel Footing (BCD-SOR-5.3.9.1)
129Vertical Pedestal (BCD-SOR-5.3.9.1)
130Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending 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/I.
131For Structure :--- Providing structural steel galvanised squre pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
132(XV) HARDWARE (L.S.)
133Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP 2019-2020 Sec F Item 6) Total=27.20kg
134Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
135Providing 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 5000.00 litres Capacity Water storage Tank(DWSD. Item No-01 M)
136Transportation Charge
137Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
138Making hole in Tank
139Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
140Earth 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.
141Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
142Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion-
143Rising Main , Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
14450 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
145Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) 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 excluding transportation, taxes and duties. 63 mm HDPE Pipe-
14650 mm HDPE Pipe-
14732 mm HDPE Pipe-
148Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 50 mm dia .
14965mm dia
150Providing 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 excluding transportation, taxes and duties.Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. For Rising 50 mm HDPE Pipe-
15165 mm HDPE Pipe-
152Distribution 65 mm HDPE Pipe-
15350 mm HDPE Pipe-
15432 mm HDPE Pipe-
155Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
156Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
157Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia.
158(2) Reducer Socket - (a) 20 x 15 mm dia.
159(3) Nipple - (a) 15 mm dia.
160(4) Plain Socket - (a) 15 mm dia.
161Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
16250 mm dia and weight not less than 1.5 Kg.
16365 mm dia Full way valve
164Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
165Supply of 12mtr High Mast in one Section Construction S335 grade as per BS-EN 10 025 Top Dia 100mm Bottom dia 360mm,Plate thickness 3mm 12side Polygon,galvanisation as per BS EN ISO 1461 base Plate dia 520mm, Base Plate thickness 25mm,GI Single Spike Lighting Protection----do----do----all complete job
166S.I.T.C of Following rating LED Flood Lighting Luminarie with Pressure die cast housing and toughened glass cover (IP 66 Protection) in existing pole/pipe supply voltage 100-270V AC,50Hz Luminaries shall be confirm to IS:10322 part-5/Section-5----do----all---complete job.
167Earthing With Copper Earth Plate 600mmx600mmx3mm thick including accessories,and providing masonary inclosure with cover plate having locking arrangement and watering pipe etc.(with charcoal or coke and salt) as required.
168S/F 4 Core 10sqmm Heavy duty armoured aluminium Cable -----do----all----complete job.
169a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) Hedges along Road both side
170Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, byspreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). for 20 trees
171Supplying 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). area (0.6x0.6x20)=7.2sqm
172Supplying and stacking at site dump manure from approved source, including carriage up to 1km (manure measured in stacks will be reduced by 8% for payment)
173Spreading of sludge, dump manure and/or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and/or good earth to be paid seprately
174Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
175Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excludingcast of plant & water) TREE Plants
176Providing and displaying of Areca Palm plant, having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush greenfoliage in 20 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge.
177Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.
178Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of theofficer-in-charge.
179Providing and stacking of Cassia siamea of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.
180Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
181Providing and stacking of Ficus bengalensis krishna of height 75-90 cm.,multibranched in earthen pots of size 30 cm as per direction of theofficer-in-charge
182Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge..
183Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge.
184Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.
185Providing and stacking of Saraca indica (Sita Ashok) of height 105-120cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
186Providing and stacking of Schleichera trijuga (Kusum) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
187Providing and stacking of Eugenia jambolana (Jamun) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
188Providing and stacking of Tamarindus indica (Imli) of height 120-150 cm. inbig polybags of size 25 cm as per direction of the officer-in-charge.
189Earth work in excavation in foundation trenches in ordinary soil do-do-all.as per approved design, building specification and direction of E/l.
190Providing coarse clean sand in filling in foundation trenches or in plinth do-do-all.as per approved design, building specification and direction of E/l.
191Providing and laying 80mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge.
192Providing P.C.C.M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
193Carriage of Materials. (A) Sand av lead 7 KM (P)+1KM(K)
194(B) Bricks av lead 7 KM+1KM(K)
195Earth 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.
196Providing 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).
197Providing designation 75 B one brick Edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.
198Plain/Reinforcement Cement Concrete in open Foundation complete as per Drawing and Technical Specification. (B) P.C.C Grade M20
199Carriage Of Materials Cement,10km surfaced
200Sand,8km(P)
201Stone chips,20 km surfaced
202Bricks,8km(P)+1km(K)
203Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and Hard soil 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.
204Providing 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).
205Providing designation 75 B 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/l.
206Providing P.C.C.M - 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
207Rainforced cement concrete work in walls (any thickness), including atteached pliadters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments , posts and struts etc. above plinth level up to floor five level,excluding the coat of centering and shuttering, finishing and reinforcement : 1:1.5.3 (1 Cement : 1.5 Coarse sand (Zone iii) : 3 Graded stone aggregate 20mm nominal size )
208providing and fixing at or near ground level precast cement concrete in kerbs , edgings etc. as per approved pattern and setting in position with cement mortor (1:3) (1 cement : 2 coarse sand), including the cost of required centering, shuttering complete. 1:1.5:3 (1 cement, 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nomonal size).
209Centering and shuttering inculding strutting , propping etc.and removal of form for Foundation, Footings , bases of columns , etc. for mass concrete
210Providing Tor steel reinforcement of 8mm. & 10mm dia. bars 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. (a) 8 mm (TMT Fe 500)
211(b) 10 mm (TMT Fe 500)
212Carrage of Materials: (A) cement av lead 5 K M (P)
213(B) Bricks av lead 8 K M (7P +1K)
214(C) Sand av lead 7 K M (P) + 1Km (K)
215(D) Metal av lead 15K M( P)
216( E ) Chipes av lead 15 K M (P)
217Add GST @ 18%
218Add L.Cess @ 1% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56364848
AUTHORITY Local Bodies
TENDER VALUE 65.93 Lakhs
LAST DATE 15-07-2026
Authority
Authority Name Zilla Parishad
Work Description Tender for Renovation & Beautification Of Zila Parishad Old Building (To Be Repurposed As Vivah Bhawan) Near Fire Brigade Office Under Block Giridih District Giridih
Basic Detail
Tender No DE/ZP/GIRIDIH/03/2026-27
Bidding Type Tender
Location
City Giridih
State Jharkhand
Key Dates
Publish Date 08 Jul 2026
Submission Date 15 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 65.93 Lakhs
Tender Fee 10000
EMD 1.32 Lakhs
Exemption Available
Document List
a8967498-2d22-47e1-92a0-8f11f2a79a6d.html
BOQ_156787.xls
TenderDocument.pdf
Tendernotice_1 (14).pdf

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Tender Timeline

Jul 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

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