Housing Urban and Rular Development Government Departments Closing in 0 days TDR #25626259

Construction Of Community Building 03 No At 03 Different Location At In Amlo Halt And In Kargali Bazar Jhopari Muhalla Hanuman Temple And In Subash Nagar Under Nagar Parishad Phusro Bokaro

Issued by Government Departments · PHUSRO, Jharkhand
Tender Value
34.51 Lakhs
Estimated cost
Bid Submission
20 Oct 2020
0 days left
EMD
69100
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Community Building 03 No At 03 Different Location At In Amlo Halt And In Kargali Bazar Jhopari Muhalla Hanuman Temple And In Subash Nagar Under Nagar Parishad Phusro Bokaro

BOQ

Name of Work: Construction of Community Building (Size –7.60Mx7.60M) 03 No. at 03 different location at in Amlo Halt and in Kargali Bazar Jhopari Muhalla hanuman Temple and in Subash Nagar under Nagar Parishad Phusro (Bokaro)
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11EARTH WORK Earth 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, levelling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design building, specification and direction of E/I.(Building)BI01010001010000000000000515BI010000111235.73Cum
22Extra for Earth in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance upto 50M 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. (Septic Tank)35.73Cum
33EARTH BACK FILLING\nEarth Work Filling in sub floor trenches and plinth in layers not exceeding 150mm thick well watered rammed, fully compacted and fine dressed with earth obtained from excavation cutting within a lead of 50 M trand lifts of 1.5 M all complete as per building specification and direction of E/I.(mode of measurment compacted volume)28.4625Cum
44Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lifts of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume).19.947Cum
55Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm think 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.8.315Cum
66Providing designation 75B one brick flat soiling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I.83.145Sqm
77Providing PCC M 150 in nominal mix of (1:2:4) in foundation with approved quality stone chips grade 20mm 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/I.0.875Cum
88Providing PCC M 200 in nominal mix of (1:1.5:3) in foundation with approved quality stone chips 20mm 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/I.3.781Cum
99Providing PCC M with nominal mix of (1:3:6) in foundation with approved quality stone metal of grade III ( 50mm to 25 mm size) 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/I.3.274Cum
1010Providing RCC M 200 in nominal mix of (1:1.5:3) in foundation and plinth with approved quality stone chips 20mm to 6 mm size 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/I.7.757Cum
1111R.C.C. WORK ABOVE PLINTH LEVEL\nProviding RCC M 200 in nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6 mm size 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 (but excluding the cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I.2.43Cum
1212Providing RCC M 200 in nominal mix of (1:1.5:3) in Beam with approved quality of stone chips 20mm to 6 mm size 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 (but excluding the cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I.4.065Cum
1313Providing RCC M 200 in nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20mm to 6 mm size 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 (but excluding the cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I.7.946Cum
1414Providing RCC M 200 in nominal mix of (1:1.5:3) in Band at Lintel Level with approved quality of stone chips 20mm to 6 mm size 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 (but excluding the cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I.2.033Cum
1515Providing RCC M 200 in nominal mix of (1:1.5:3) in Lintel with approved quality of stone chips 20mm to 6 mm size 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 (but excluding the cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I.0.63Cum
1616Providing designation 75 B Brick Work in C.M.(1:6) in Substructure 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 curing taxes and royalty al complete as per building specification and direction of E/I.11.1562Cum
1717Providing 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 curing taxes and royalty al complete as per building specification and direction of E/I.42.053Cum
1818Providing 125 mm Thick 75 B Brick Work in C.M.(1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing taxes and royalty( but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.14.175Sqm
1919Providing 25 mm Thick damp proof coarse with cement concrete M-200 with niminal mix of (1:1.5:3) with approved quality of stone chips of 20mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening shuttering mixing cement concrete in mixer with 5% cico or any other approved water proofing compound and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.42.6825Sqm
2020Providing 12mm thk cement plaster(1:6) with clean coarse sand of F.M. 1.5 including screening,curring with all lead and lift of water scaffolding,taxes and royality all complete as per building specification and direction of E/I. (External & Internal)221.53Sqm
2121Providing 1.5 mm cement punning including curing and carriage of water with all lead and lift as per building specification of direction of E/I.(Septic Tank)43.8Sqm
2222Providing and fixing in position pre-cast R.C.C manhole cover and frame of required shape and approved quality circular shape Circular shape 560 mm internal diameter2Each
2323Making plinth protection 50 mm 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.19.68Sqm
2424Providing 150 mm wide brick drain in cement mortar (1:6) with av.150mm clear depth and 125mm apron including cost of earth work involved with 75 mm cement concrete (1:4:3) over one brick designation 75 A flat solling in proper grade and slope at the base the drain duly plastered in CM(1:3) with punning over exposed surface all complete as per E/I.20Per M
2525Supplying material and labours for constructing inspection chamber of designation class 75 B brick size 750 MM deep 600 X 50 mm enternal diamension having 250 mm wall thickness in cement mortar (1:6) including 12 mm cement plaster (1:4) with punning on inside and inside cement plaster (1:6) with 6 X 475 mm G.I. cover with frame ( weight not less than 36 kg) along with earth work in excavation and 80 mm thick P.C.C. (:3:6) Fondation and refilling all complete as per specification and direction of E/I.4Each
2626FINISHING WORK\nProviding two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper,scaffolding, curing and taxes all complete as per building specification and direction of Engineer in Charge.( External Wall)128.4Sqm
2727Colour washing of two coats over a coat of white washing over a new surface with approved quality of lime including cost of cleaning surface throughly and removing the smoke and mosh marks with jhama rubbing , scaffolding, washing a floor and taxes all complet as per building specification and direction of E/I. (Internal Surface+Roof)156.36Sqm
2828Suppling fitting and fixing good quality well dressed and well seasoned sal wood work in chaukat in door windows openings including wedge over clamps all complete including application of two coats of wood preservation of approved quality on surface butting walls and lintels all complete as per building specification and directon of E/I\n0.241Cum
2929supplying fitting and fixing 35mm thick solid core type non - decorative single leaf flush dorr shutter both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resin both side commercial vennered of standard make with oxidised iron fittings such as hinges toewr bolts handle cleats and sand blocks and taxes all complete as per building specification and directon of E/I6.52Sqm
3030Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement , including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer’s specification and direction of Engineer-in-charge.9.9Mtr
3131Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC\nsolvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer’s specifications and direction of Engineer-in-charge.3.15Sqm
3232Providing and laying vitrified floor tiles in different sizes 500mmX500mm (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.38.53Sqm
3333Providing 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 direciton of E/l.30.24Sqm
3434STEEL WORK - Supply fitting and fixing or fully glazed steel door window or ventelators of standard rolled 'Z' and mullion steel section and size as per IS 1038 joints met and welded with 100 X 16 X 3 mm M.S lugs fixed in cement concrete (1:2:4) blocks 15 X 10 X 10 cm size including cost of oxidised iron fittings, with hings , handle per steps , catch springs, 3mm thick plain glass panes with alimunium beads and inner frame fixed with lugs with 20 mm long 6.3 mm G.I. counter Sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hosting and placing in position in all storys and taxes all complete as per building specification and direction of E/I.19.44Sqm
3535Providing tor steel reinforcement 8 mm,10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bar 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 directon of E/I1.522MT
3636Providing and fixing fan hook of 16mm dia M.S bar 1 metre long bent to required size and shape, placed in position and fixed R.C.C slab/beam at time of casting all complete as per building specification direction of E/I (where material is not supplied by department)6Each
3737Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.51Each
3838Providing 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.\n110 mm diameter14.4Mtr
3939Providing and fixing on wall face unplasticised Rigid PVC moulded fitting/ accessories for unplasticised 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, 110 mm dia coupler12Each
4040110 mm bend4Each
4141110 mm Shoe4Each
4242Carriage of Materials
4343Cement (7 KM)12.82MT
4444Steel (7 KM)1.32MT
4545Bricks (19 KM)21.6%o
4646Fine Aggregate (8 KM)22.552M3
4747Course Aggregate (19 KM)28.499M3
4848For Board & Photograph1LS
4949Add Water Supply, Plumbing & Sanitary Work 05 %1percent
5050Add Electrification Works Inside & Outside 05 %1percent
5151Add GST 12 %BI01010001010000000000000515BI01000011201percent
5252Add Labour Cess 1 %BI01010001010000000000000515BI01000011221percent
5353For 3 No3percent

AI Tender Summary

OUR REF NO 25626259
AUTHORITY Government Departments
TENDER VALUE 34.51 Lakhs
LAST DATE 20-10-2020
Authority
Authority Name Urban Development Department
Work Description Construction Of Community Building 03 No At 03 Different Location At In Amlo Halt And In Kargali Bazar Jhopari Muhalla Hanuman Temple And In Subash Nagar Under Nagar Parishad Phusro Bokaro
Basic Detail
Tender No PMC/07/02/2020-21
Bidding Type Tender
Location
City PHUSRO
State Jharkhand
Key Dates
Publish Date 05 Oct 2020
Submission Date 20 Oct 2020
Open Date 22 Oct 2020
Finance
Tender Value 34.51 Lakhs
Tender Fee 10000
EMD 69100
Exemption Not Available
Document List
Tendernotice_1.pdf
BOQ_60193.xls
FCC329B2-C707-4CD8-AB9D-08C0241C7187.html

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Tender Timeline

Oct 05, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 20, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 22, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

xls

BOQ_60193.xls

html

FCC329B2-C707-4CD8-AB9D-08C0241C7187.html

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