Tender For Development Of Necessary Tourism Infrastructure At The Shri Shri Buddha Baba Shiv Mandir-Notified By The Government Under Category D-To Facilitate Tourists And Boost Local Livelihoods. Block-Baghmara, Dist.- Dhanbad
Tender Value
22.02 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
9 days left
EMD
44100
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhanbad → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Necessary Tourism Infrastructure At The Shri Shri Buddha Baba Shiv Mandir-Notified By The Government Under Category D-To Facilitate Tourists And Boost Local Livelihoods. Block-Baghmara, Dist.- Dhanbad
BOQ
| Sl. No. | Item Description |
| 1 | Jungle clearance in Borrow area, building premises flanks and slopes on the roads, canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I (Vide Item No. 5.1.3.1 Part - B/Part - A 2.02 |
| 2 | Dismantling 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/I. BCD 5.10.1 |
| 3 | 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) |
| 4 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B).(BCD 5.1.2) |
| 5 | 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) |
| 6 | 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) |
| 7 | 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) |
| 8 | 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) |
| 9 | 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) |
| 10 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.5.2.14 |
| 11 | Providing and laying 25mm thick white makrana marble stone slab flooring of approved quality over 19mm thick base of lime mortar (1:1:1) (Lime putty: surkhi: coarse sand) laid and joined with white cement slurry 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. |
| 12 | 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) |
| 13 | Providing designation 100 A brick work with fly ash lime brick (FLAG) condieminf ro IA - 12894 - 1990 (0'-9'' x 4'-5'' x 0'-3'') in CM (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick motor joint, cost of screening materials rakingout joints 15 mm depth, curring, taxes and royalty all complete as per building specification and direction of E/I (5.2.52) |
| 14 | 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) |
| 15 | 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) |
| 16 | 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) |
| 17 | (ii) Columns, Pillars, Piers, Abutments, Posts and Struts. (BCD 5.3.17.6) |
| 18 | (iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick (5.3.17.21) |
| 19 | 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) |
| 20 | (b) 10 mm Dia Rod 25% (BCD 5.5.5) |
| 21 | (c) 12 mm & above Dia Rod 35% (BCD 5.5.5) |
| 22 | 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) |
| 23 | 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) |
| 24 | Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate 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/I. (where materials is not supplied by the deptt.) BCD 5.5.12 |
| 25 | Supplying fitting and fixing M.S. Grill gate with M.S. grils made of 20 x 6 mm M.S. flats or 16 mm M.S. square bars fitted on 20 x 25 x 6 mm M.S. angle frame - do - do - all complete as per building specification and direction of E/I (when steel is not supplied by the Deptt.) (5.5.30) |
| 26 | Providing two coats of painting with ready mixed paint.(BCD 5.8.43) |
| 27 | Providing & laying flamed finish grainite stone flooring in required design and patternsin linear as well as curvilinear portion of the building all complete as per architectural drawing 18 mm hiele stone slab over 20 M (av.) thickness base and direction of E/I. (D.S.R. 11.55.1) |
| 28 | Carriage of Material :(a) Cement + Steel Lead 20 Km. Surface road |
| 29 | (b) Sand Lead 50 Km. Surface road |
| 30 | (C) Chips Lead 30 Km. Surface road |
| 31 | (D) Brick Lead 01 Km. Kachha and 10 Km Surface road |
| 32 | 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) |
| 33 | 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) |
| 34 | 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 |
| 35 | Goods & Service Tax (G.S.T.) - 18 % |
| 36 | Labour Cess - 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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