Tender For Development Of Necessary Tourism Infrastructure At Bhatinda Falls-Notified As A Category-D Site By The Government-To Facilitate Tourists And Boost Local Livelihoods, Vill-Dubrajdih Ps-Dubrajdih, Block- Dhanbad, Dist.- Dhanbad
Tender Overview
Project Description
Tender for Development Of Necessary Tourism Infrastructure At Bhatinda Falls-Notified As A Category-D Site By The Government-To Facilitate Tourists And Boost Local Livelihoods, Vill-Dubrajdih Ps-Dubrajdih, Block- Dhanbad, Dist.- Dhanbad
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.(BCD 5.1.1) |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B).(BCD 5.1.2) |
| 3 | Providing Coarse Clean sand in filling in foundation trenches or in plinth including removing and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I.(Mode of measurement compacted volume). (5:1:10) |
| 4 | Providing designation 75- B, Brick Flat Soling joints filled with local sand including cost of watering, taxes and royalty all complete as per building specification and direction of E/I (5.6.3) |
| 5 | Providing 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)5.3.1.4 |
| 6 | 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).(BCD 5.3.1.2) |
| 7 | Providing 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.1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).(BCD 5.3.9.1) |
| 8 | Providing 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.(BCD 5.2.6) |
| 9 | Reinforced 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).(BCD 5.3.10) |
| 10 | 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 sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).(BCD 5.3.11) |
| 11 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches 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).(BCD 5.1.7) |
| 12 | Centering and shuttering including struting proping etc. and removal of from for foundation,footing,bases of columns,etc. mass concrete. (i) Foundations, footings, bases of columns, etc. for mass concrete.(BCD 5.3.17.1) |
| 13 | (ii) Columns, Pillars, Piers, Abutments, Posts and Struts. (BCD 5.3.17.6) |
| 14 | (iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick (5.3.17.21) |
| 15 | Providing Tor. steel rainforcement for R.C.C.work with cutting, bending fixing in work place as per design and drawing grade of steel F.E. - 500 (only valied for SAIL, TATA, JSPL, ELECTRO Steel Ltd and vizal steel) all complete job as per building specification and direction of E/I. (a) 8 mm Dia Rod 40% (BCD 5.5.4) |
| 16 | (b) 10 mm Dia Rod 25% (BCD 5.5.5) |
| 17 | (c) 12 mm & above Dia Rod 35% (BCD 5.5.5) |
| 18 | Providing 12 mm thick Cement plaster in (1:6) on Wall with approved quality of clean course sand of F.M. 1.5 including the cost of screening curring with all leads & lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I (5.7.3) |
| 19 | Finishing wall with premium Acrykic smooth exterior paints with silicon addifives of required shade.New work (two or more coats applied @1.43 ltr/10 sqm over new and including priming coat of exterior promer applied 0.90 ltr/10 sqm). (D.S.R. 13.47.1) |
| 20 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.(11.55.1) |
| 21 | Dismantling 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.5.10.7 |
| 22 | Providing and applying white cement based putty of 1 mm thickness of approved brand and manufacturer over plastered surface to prepare the surface even and smooth complete.DSR 13.80 |
| 23 | Providing two coats of Oil bound distemper on old surface including repairing the plastered surface smooth with sand paper , scaffolding, curing and taxes all complete as per building specification and direction of E/I. |
| 24 | Providing 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.5.8.45 |
| 25 | Providing 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), including grouting the joints with white cement and matching pigments etc., complete.11.41.1 DSR |
| 26 | Supplying, fitting and fixing viterous white glazed earthen ware I.W.C. of Parry Hindustan or any other I.S.S. approved make with 100 mm H.C.I., \\"p\\" trap 15 litres C.I.. or C. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings, C.I. or C.C. brackets 32 mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of viterous white glazed earthenware where footrest to be fixed in floor 15 mm C.I. body brass spindle stop cock of weight not less than 50 grms. 15 mm P.V.C. connection pipe 450 mm long 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/l.580mm. long - with 10 litre low level PVC cistern.3.2.1 (A) (C ) |
| 27 | Supplying, 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. (A) With \\"P\\" trap (b)10 lit. low level P.V.C. cistern.3.2.2 |
| 28 | Supplying, fitting and fixing flat back or angular, lipped front viterous white glazed earthen ware urinal of Hindustan 'Parry' or any other approved I.S.S. make with 5 litres capacity C.i. automatic flusing cistern of reliance for any other I.S.S. approved make with all fittings with C.I. or R.S. brackets, standard size G.I. flush pipe with fitting clamps, 15mm C.I. body brass spindle stop cock of approved quality weight not less than 400 grams, 15mm PVC/Alkthene pipe 450mm longwith brass coupling at both ends and doing plumber joints including priming coat of red oxide, cutting wall and floor making good the same etc. all complete as per specification and direction of E/I. Flat back or standard corner (600mm x 350mm).3.2.3 |
| 29 | Bib Cock ( ISI Marked )M-961 iii |
| 30 | Soap DiskM-961 xxiii |
| 31 | 15 mm C.P. extentsion Nipples M-960 (vi) |
| 32 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or Hindustan or any other I.S.S. Approved make supported on painted C.I. Or R.S. Bracket 32mm C.I. Brass waste, 15 mm dia C.I. Body brass spindle stop cock of approved quality of weight not less than 350 grams, 32mm P.V.C. waste pipe 750mm long with brass coupling at one end and making plunber joints etc. all complete as per specification and direction of E/I.3.2.5 |
| 33 | 100 mm dia steel jali M-960 (v) |
| 34 | Providing And fixing 32 mm waste pipe for sink or wash basin including P.V.C. waste fittings complete.M-960 (i) |
| 35 | Angular Stop Cock ( Long Thread ) ( ISI Marked )M-961 vi |
| 36 | Polythene water storage tank of ISI mark (eg sintex /sinter/himgiri/gangotri ) with cover & locking system.M-079 |
| 37 | provding and laying of 110mm dia. P.V.C. pipe for outlet of water to outlet drain including all accessories ,I.e luricants, solventcement, clamp, ring, sockets etc.DSR 12.41.2 |
| 38 | provding and laying of 75 mm dia. P.V.C. pipe for outlet of water to outlet drain including all accessories ,I.e lubricants, solventcement, clamp, ring, sockets etc.DSR 12.41.1 |
| 39 | Provign and fixing C.P barass bib cock of approved quality conforming to IS 8931, 15mm dia nominal bore of approved brand C.P. Fitting .DSR 18.49. |
| 40 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 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 cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.D.S.R. Item No. 18.8 / 18.9 -20mm dia |
| 41 | Supplying, fitting and fixing the following items with all materials as per specification and direction of E/I.C.P. brass dish container medium quality with screw and hinges etc.3.1.21 |
| 42 | Supplying and laying 9.0 m height octagonal hot dip galvanized pole (bop 9032)with top dia 70 mm bottom dia 175 mm and make of 3.0 mm thick sheet bore plate dimension 275x275x16 mm including suitable size of foundation bolt -- all complete.(M745P-47 PART -A) |
| 43 | ITC of the 9.0 mtr octagonal pole & light fitting with the help of suitable tools and plants and construction of shallow foundation with M25 grade concreate considerng safe soil bearing capacity of 10 t/mtr sq but excluding wire and MCB ( -876P-170) |
| 44 | Supplying, installation, Testing & Commissioning of the integrated type solar PV lighting system on the existing pole structure, comprising of 35 watt, 6V Mono Passivated Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%),, Pulse with modulation (PWM)/Maximum Power point tracking (MPPT) Charge Controller in the box with a sleek appearance and a sturdy structure, is weather-proof, and is simple to install, with Lithium-Iron Phosphate Battery (LiFePO4), charging time 8-10 hours, Battery backup time 12 hours (minimum), LED fixture watt 35 watt, Input voltage: 12V DC, Operating temp range -5 °C to 50 °C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%, IP-66,IK-08, CRI ≥70 , under voltage and over voltage protection, Electro Magnetic Interference (EMI) Electro Magnetic Compatibility (EMC) As per CISPR 15 , lenses for beam angle as per Illuminating Engineering Society of North America (IESNA) type I/II/III as per the width of the road and the project requirement, Correlated Colour Temperature (CCT) 5700°K (As per American National Standard Institute (ANSI Bin)), life time (LED, Driver & electrical circuitry) of 50K hours lamp buring hours till the 70 % of initial Lumen maintained as per LM80 extrapolation IES TM-21-11 report, automatic switch on/off, Aluminium or Acrylonitrile Butadiene Styrene (ABS body), can be installed on a pole or wall. System lumen efficacy >120 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. All as per pre approved by Engineer in-charge complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required, complete with mounting structure for the battery and accessories suitable for withstand wind storm speed as per the site location. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).35 Watt (System lumen efficacy >120 lm/Watt).DSR 8.21.2 |
| 45 | sinage |
| 46 | Carriage of Material :(a) Cement + Steel Lead 15 Km. Surface road |
| 47 | (b) Sand Lead 25 Km. Surface road |
| 48 | (C) Chips Lead 25 Km. Surface road |
| 49 | (D) Brick Lead 01 Km. Kachha and 15 Km Surface road |
| 50 | Goods & Service Tax (G.S.T.) - 18 % |
| 51 | Labour Cess - 1% Please Enable Macros to View BoQ information |
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