Tender For Develop Parking Area With Laying Paver Block, Toilet, Deep Boring And Dirinking Water Flatform, At- Tourist Place Ambaghagh Nagpheni
Tender Value
49.97 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gumla → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Develop Parking Area With Laying Paver Block, Toilet, Deep Boring And Dirinking Water Flatform, At- Tourist Place Ambaghagh Nagpheni
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | Earth work in fill in semi previous or impervious zone excavation by Hydraulic Excavator and carriage by Tipper Truck making ground in proper design section including earth to be laid in layers of not more than 225 mm thick and breaking of clods to maximum 63 mm cube with all lifts including construction and maintenance of haul road etc. all complete as per specification and direction of E/l.(lead beyond 1km, but upto 2km) |
| 3 | Supplying and stacking of good earth at site including coverage up to 1 km |
| 4 | Fine Dressing of Ground to proper section with all leads and lifts as per drawing, specification and direction of E/l. |
| 5 | Labour for initial rolling within the bank width and compacting the ground before forming the embankment with power road roller at O.M.C., to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all lead and lifts, finishing the surface with proper camber, grade, superelevation including hire charges of compaction machine and other tools and plants etc. all complete as per specification and direction of E/l. |
| 6 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. By Mix in Place Method With Grading-I Material S.O.R. Item No. 4.1 B (i) |
| 7 | Providing and laying factory made chamfered edge Cement Concrete PAVER BLOCKS in foot path, Park & lawns driveway or light & traffic parking etc. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. Paver Block (DSR- 16.91.2) |
| 8 | Carriage of Materials: - |
| 9 | i) Paver Block (lead10Km) |
| 10 | Construction of Wall Guard |
| 11 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil -A) and disposal of excavated earth as obtained to a distance up to (50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/l. |
| 12 | Extra for earth work in hard soil (vide classification of soil –B) all complete as per specification and direction of E/l. |
| 13 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. (Mode of measurement compacted volume) |
| 14 | Stone boulder cost and labour charge for pitching with stone boulders dully packed in slope and apron with materials within 150m of work site and all lifts as per specification and direction of E/I |
| 15 | Providing and laying P.C.C. M-150 with nominal mix of (1:2:4)in various components of foundation with approved quality of stone metal(50 mm to 20 mm size) graded and sand F.M.(2.5 to3.0) washed and screened including screening, shuttering, mixing cement concrete in mixer and placing in position , vibrating, striking, curing, taxes, and royalty all complete as per specification and direction of E/I |
| 16 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. all complete as per specification and direction of E/I |
| 17 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. all complete as per specification and direction of E/I |
| 18 | Providing and laying P.C.C M-200with nominal mix of (1:1.5:3)in various components of canal or embankment structures with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M.(2.5 to3.0) washed and screened including necessary tools and plants , vibrating, curing, royalty and all taxes, etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing all complete job as per specification and direction of E/I |
| 19 | Providing shuttering including strutting propping etc. and its removal after use in superstructure portion of various components of barrage work as per specification and direction of E/I |
| 20 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. |
| 21 | Providing 25mm thick cement plaster (1:4) 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 job as per specification and direction of E/I |
| 22 | Earth work in road embankment and shoulders with ordinary soil (vide classification of soil -A) obtained from borrow pits or any other sources free from logs. Stump roots, rubbish or any other ingredients likely to deteriorate or effect the stability of the embankment including breaking the clods maximum to 60mmcube, placing the earth in layers not exceeding 225mm in loose thickness, rough dressing including cost of cutting and removing shrubs and roots falling in borrow area as per specification and direction of E/I |
| 23 | Carriage of Materials |
| 24 | i) Cement lead 10KM. |
| 25 | ii) Sand lead 2KM. |
| 26 | iii) Stone Chips lead 10KM. |
| 27 | iv) Stone Boulder lead 10KM. |
| 28 | Construction of Four Units Toilet (Gants and Ladies) and Deep Boring Water |
| 29 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lift, leveling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I Length- 99.25’ |
| 30 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. (Mode of measurement compacted volume) |
| 31 | Providing designation 75A one brick flat soling in foundation, joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I |
| 32 | Providing P.C.C. M-150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips (20 mm to 6 mm size) graded and local river sand washed and screened excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes, and royalty all 59complete as per specification and direction of E/I |
| 33 | Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal (50 mm to 40 mm size) graded and local river sand washed and screened excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes, and royalty all 59complete as per specification and direction of E/I |
| 34 | Providing RCC M- 200 with nominal mix of (1:1.5:3) column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 excluding screening, Centering, shuttering mixing cement concrete in mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement taxes and royalty all complete as per specification and direction of E/l. |
| 35 | Providing designation 75B brick work in C.M. (1:6) in foundation and plinth with approved quality of coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials raking out joints to m15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 36 | Providing designation 75B brick work in C.M. (1:6) in superstructure and plinth with approved quality of coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, scaffolding, raking out joints to m15mm depth, curing, taxes and royalty all complete as per specification and direction of E/l |
| 37 | Providing centering and shuttering including strutting propping etc. and its removal after use in foundation work as per specification and direction of E/I |
| 38 | Foundation |
| 39 | Band and Lintel |
| 40 | Column |
| 41 | Roof Slab |
| 42 | Providing 12mm thick 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. |
| 43 | Providing 6mm 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. |
| 44 | Supplying fitting and fixing PVC door frame taxes all complete as per building specification and direction of E/l. |
| 45 | Supplying fitting and fixing PVC door door shutter. do.. taxes all complete as per building specification and direction of E/l. |
| 46 | Supplying, fitting and fixing MS grill made of 20x6mm MS 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 dept.) |
| 47 | Providing and laying rectified glazed ceramic floor tiles 300x300m or more (thickness to be specified by manufacture) of 1st quality conforming to IS:15622 with approved make in colours white, ivory, grey, fume red, brown laid on 20mm thick cement mortar (1:4) including pointing the joints with white cement and matching pigments, etc all complete. – Antiskid Ceramic tiles |
| 48 | Providing and laying 6 mm thick precast white glazed tiles in wall over 12 mm 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/I |
| 49 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I. |
| 50 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly specification and taxes all complete as per building specification and direction of E/l. |
| 51 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 52 | (a) 8mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electro steel Steels Ltd. Bokaro and Vizag (RINL)} |
| 53 | (b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electro steel Steels Ltd. Bokaro and Vizag (RINL)}) |
| 54 | Making 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 finishing the top smooth |
| 55 | Carriage of Materials |
| 56 | Bricks (lead 10km) |
| 57 | Sand (lead 2km) |
| 58 | Stone Chips (lead 10km) |
| 59 | Cement & Steel (lead 10km) |
| 60 | Deep Boring Tube Well |
| 61 | Supplying all materials, labour and tools and equipment’s for drilling 200 x 165 mm dia bore well in all kind of soil and rock by using DTH super rig machine |
| 62 | 0.00 M to 50M Depth |
| 63 | 51 M to 225M Depth |
| 64 | (A)Supplying all materials and labour and inserting M.S. pipe 200 mm internal dia (made with 6 mm thick M.S. plate cashing pipe for protective bore well ---- do ------- all complete job |
| 65 | (B)Supplying and fitting M.S. cap over 200 mm dia casing pipe |
| 66 | Cleaning flushing and developing of drilled hole for testing the discharge of water (4-hour operation) |
| 67 | Repair of Electrical Work |
| 68 | P.H.E. WORK |
| 69 | Supplying, fitting and fixing 40 mm high vitreous 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 litres C.I pull and let go flushing cistern of names or other I.S.S equivalent make complete with all fitting C.I of C.C brackets 32mm alkathene/PVC telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I chain and pul including supplying and fixing a pair of vitreous white glazed earthen ware footrest to be fixed in floor 15mm C.I body brass spindle stop cock of weight not less than 50gms, 15mm PVC connection pipe 450mm long and the exposed, all complete as per specification and direction of E/l. © 450mm long IWC with 10lit. PVC Cistern |
| 70 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry of Hindustan or any other ISS approved make supported on painted C.I or R.S. brackets 32mm C.I brass waste 15mm dia C.I body brass spindle stop cock of approved quality of weight not less than 350grms, 32mm PVC waste pipe 750mm long with brass coupling |
| 71 | Providing 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 |
| 72 | 110 mm dia |
| 73 | Water Supply work |
| 74 | providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold-water supply including all CPVC plain & brass threaded fittings i.E. fixing the pipe with clamps at 1Mtr. Spacing this includes jointing of the pipes & fitting 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 E/I |
| 75 | i) 15 mm dia nominal bore G.I pipe |
| 76 | ii) 20 mm dia nominal bore G.I pipe |
| 77 | iii) 25 mm dia nominal bore G.I pipe |
| 78 | Providing and fixing male ended 15mm dia brass bib cock of approved quality (wt not less than 350gms) with extra socket. all complete as per specification and direction of E/l. |
| 79 | Providing and fixing brass stop cock of approved quality all complete as per specification and direction of E/l.(15mm dia) |
| 80 | Providing and fixing 15mm size CP brass pillar cock (wt not less than 350gms) CI body brass spindle pillar cock of approved quality all complete as per specification and direction of E/l.(15mm dia |
| 81 | Earth work in excavation for laying of different types and sizes of RCC spun pipes with disposal of excavated earth with in initial lead and lift as per specification and direction of E/l. |
| 82 | labour for laying, fitting and fixing NP2 RCC spun pipe with collars in lines level and grade and providing approved jointing materials and joints properly filled to make them lead proof including providing sight rails boning rod night guard Red light and barrier etc all complete as per specification and direction of E/l.100mmdia rcc pipe |
| 83 | Cost of Water Storage Tank |
| 84 | Supplying fitting and fixing 2 HP submersible pump set 150 mm dia. (with Bronze Impeller) up to 8 stages |
| 85 | Supplying, flat flexible submersible cable with copper conductor PVC insulated and PVC sheathed as per IS:7098 3core 2.50sq mm |
| 86 | D.O.L. starter with SS enclosure with 380/415 Volt coil as per IS 3914 |
| 87 | Supplying 32mm G.I. Pipe as per IS 1239(part -01) 2004 ISI Marked / Medium Quality |
| 88 | providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold-water supply including all CPVC plain & brass threaded fittings i.E. fixing the pipe with clamps at 1Mtr. Spacing this includes jointing of the pipes & fitting 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 E/I 25 mm dia nominal bore PVC pipe |
| 89 | Cost of septic tank |
| 90 | Construction of Protection Wall |
| 91 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lift, leveling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I (5.1.1.+5.1.2) |
| 92 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well-watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete job as per specification and direction of E/I (5.1.7) |
| 93 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. (Mode of measurement compacted volume) (5.1.10) |
| 94 | Providing designation 75B one brick flat soling in foundation, joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I (5.6.3) |
| 95 | 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 20mm nominal size) (5.3.9.1) |
| 96 | Providing centering and shuttering including strutting propping etc. and its removal after use in foundation work as per specification and direction of E/I (5.3.17.1) |
| 97 | Reinforcement cement concrete work in wall (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 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 20mm nominal size) (5.3.10) Plinth Band |
| 98 | Providing centering and shuttering including strutting propping etc. and its removal after use in foundation work as per specification and direction of E/I (5.3.17.5) Plinth Band |
| 99 | Reinforcement cement concrete work in wall (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 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 20mm nominal size) (5.3.10) |
| 100 | Providing centering and shuttering including strutting propping etc. and its removal after use in foundation work as per specification and direction of E/I (5.3.17.6) |
| 101 | Providing designation 75B brick work in C.M. (1:6) in superstructure and plinth with approved quality of coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, scaffolding, raking out joints to m15mm depth, curing, taxes and royalty all complete as per specification and direction of E/l (5.2.14) |
| 102 | Providing 12mm thick cement plaster (1:6) and 1.5mm thick cement punning 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. (5.7.3) |
| 103 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I. (5.8.20) |
| 104 | Supplying, fitting and fixing MS grill made of 20x6mm MS 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 dept.) (5.5.12) |
| 105 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 106 | (a) 8mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL) (5.5.4) |
| 107 | (b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL (5.5.5) |
| 108 | Carriage of Materials: - |
| 109 | i) Bricks (lead10Km) |
| 110 | ii) Sand (lead 2Km) |
| 111 | iii) Stone Chips (lead 10 KM) |
| 112 | iv) Cement (lead 10 KM) |
| 113 | GST @18% |
| 114 | LABOURCESS @1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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