Construction Of 100 Seated Boys Hostel At Jantri In Chitrakonda Block
Tender Value
65.64 Lakhs
Estimated cost
Bid Submission
06 Mar 2020
0 days left
EMD
65700
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
MALKANGIRI → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 100 Seated Boys Hostel At Jantri In Chitrakonda Block
BOQ
| Name of Work : Construction of 100 Seated ST BOYS Hostel Building at Jantri in Chitrakonda Block | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work excavation in foundation in all kind of soil in foundation with all lead, lift and delifts including rough dressing the bed to proper section as per drawing and disposing the excavated materials away from the site of work including dewatering if necessary and as per the specification and as directed by the Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 234.83 | 1 cum |
| 2 | 2 | Filling in foundation and plinth with excavated materials including watering and compacting including cost of all materials, conveyance, all taxes and royalties, loading and unloading with lead lift and delift, including cost of all labour, T&P, etc. complete as per direction of the Engineer-in-charge. | 234.83 | 1 cum | |
| 3 | 3 | Providing and laying coarse sand in foundation and plinth filling with Sand in 9\" thick layers of approved quality free from dust, dirt and other foreign materials to proper line and grade, watering and compacting etc. complete with all lead, lifts de-lifts including labour charges with cost, conveyance tax and royality of all material, labour, T&P and other incidental charges etc. complete as per direction of Engineer-in-charge | 166.09 | 1 cum | |
| 4 | 4 | Cement concrete in proportion (1:4:8) in foundation and floors using 4 cm size (3/2\") clean hard black crusher broken granite metal free from skin & weather skin of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15 cm (6\")thick to the required level, ramming, compacting to proper thickness, watering and curing etc. complete with cost conveyance, royalty and all taxes of materials, cost of labour, T &P and machineries etc. completed with all lead lift and delift including centering & shuttering if necessary, in all respect to the specification and as directed by the Engineer-in-charge | 108.34 | 1 cum | |
| 5 | 5 | Cement concrete in proportion (1:3:6) in foundation and floors using 4 cm size (3/2\") clean hard black crusher broken granite metal free from skin & weather skin of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15 cm (6\")thick to the required level, ramming, compacting with mechanical vibrators to proper thickness, watering and curing etc. complete with cost conveyance, royalty and all taxes of materials, cost of labour, T &P and machineries etc. completed with all lead lift and delift including centering & shuttering if necessary, in all respect to the specification and as directed by the Engineer-in-charge | 84.5 | 1 cum | |
| 6 | 6 | R.C.C. work (M-20) having a minimum compressive strength (in work test) of 200 Kg/cm.sq in 15 cm. Cubes at 28 days with IS 456 and 516 using 12 mm to 20 mm size down graded (20mm Not to exceed 25 %) hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying and compaction with mechanical vibrators, watering and curing for 4 weeks, (Including centering, shuttering) and finishing the exposed surfaces smooth with cost, conveyance, royalties and taxes of all materials and labour with T&P, with all lead lift and delifts required for the work etc. complete in all respect with proper specification for all structural components as mentioned below and as directed by the Engineer-in-charge.\nGROUND FLOOR\na) Columns Base | BI01010001010000000000000515BI0100001114 | 42.14 | 1 cum |
| 7 | 6.01 | b)Plinth Beam | 18.28 | 1 cum | |
| 8 | 6.02 | c) Column & Beam | 32.3 | 1 cum | |
| 9 | 6.03 | d) Lintel & wall Beam | 9.19 | 1 cum | |
| 10 | 6.04 | e) Chajja | 9.75 | 1 cum | |
| 11 | 6.05 | f) Slab | 45.36 | 1 cum | |
| 12 | 6.06 | g) Staircase | 2.3 | 1 cum | |
| 13 | 7 | Clamp Burnt Brick work in cement mortar (1:6) in superstructure having crushing strength not less than 35.00 kg/cm2 immersing the bricks in water not less than six hours before use in masonary including watering and curing for required period and with necessary scaffolding works in required heights with all cost conveyance, royality, taxes of all materials etc. with all lead lift and delift complete in all respect to the specification and as directed by the Engineer-in-charge | 151.06 | 1 cum | |
| 14 | 8 | Supplying, fitting, and placing uncoated HYSD bar reinforcement as per drawing & Labour for Straightening, cutting, bending Binding, Cranking, Hooking and jointing (if required) HYSD rod (SAIL)and tying the grills, hoisting and placing in proper position as required for R.C.C. works including cost, conveyance and all taxes of HYSD rods and binding wires of 18 to 20 gauge with cost of labour and T & P required for the work etc. with all lead lift and delift complete in all respect to the specification and as directed by the Engineer-in-charge | 199.35 | 1 Qntl. | |
| 15 | 9 | Supplying, fitting & fixing of M.S Door, Window, Ventilator and Grill Gate made up all round angular frame size 35 x 35 x 5 mm , Door and Window angular frame size 25 x 25 x 3/5 mm with 18 gauge C.R. Sheet supporting flat size 25 x 8 mm and 18 x 5 mm including fitting of clamp, hinges, tower Blot, aldrop wind tie hooks and fixing the anchor clamps with CC (1:2:4) of minimum size holdfast concreting 15 cm x 15 cm x 15 cm including curing the concrete with all necessary scaffolding and to proper line and length with all cost conveyance tax of materials and labour with T & P required for the work, with all lead lift and delift complete in all respect to the specification and as directed by the Engineer-in-charge\nGround Floor\na) Door | 2278.5 | 1 kg | |
| 16 | 9.01 | b) Windows | 2364.75 | 1 kg | |
| 17 | 10 | 20 mm thick cement plaster with C.M. (1:6) on plinth walls with suitable quality of sand free from dust, dirt and other foreign materials by proper sieiving and grade, watering including cost. Conveyance, royalty and taxes of all materials, labour T & P with all lead lift and delift complete in all respect to the specification and as directed by the Engineer-in-charge | 44.8 | 1 sqm | |
| 18 | 11 | 12mm thick cement plaster (1:6) finished smooth to out side brick walls after racking out the joints cleaning & finishing the plaster surface smooth including wash and screening the sand free from dust, dirt and other foreign materials by proper sieiving and grade, watering and curing with cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalties etc. complete with all lead lift and delift complete in all respect to the specification and proper grade and as directed by the Engineer-in-charge.\nGround Floor | 264.37 | 1 sqm | |
| 19 | 12 | 16mm thick cement plaster (1:6) finished smooth to out side brick walls after racking out the joints cleaning & finishing the plaster surface smooth including wash and screening the sand free from dust, dirt and other foreign materials by proper sieiving and grade, watering and curing with cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalties etc. complete with all lead lift and delift complete in all respect to the specification and proper grade and as directed by the Engineer-in-charge.\nGround Floor | 1039.16 | 1 sqm | |
| 20 | 13 | Painting two coats with approved enamel paints over a coat of primer to new iron works including sand papering polishing the surface with all cost, conveyance, royalty and all taxes of materials including cost of paints and primer, cost of labour and T&P etc. required for the work with all lead lift and delift complete in all respect to the specification and proper grade and as directed by the Engineer-in-charge\nGround Floor | 178.64 | 1 sqm | |
| 21 | 14 | White washing 2 coats with good quality of shell lime of approved quality over the interior surface of the walls and ceiling including all labour charges cost and conveyance of all materials royalties taxes and cost of indigo glue with T&P etc. complete in all respect with all lead lift and delift complete in all respect to the specification and scaffolding works and as directed by the Engineer-in-charge | 243.44 | 1 sqm | |
| 22 | 15 | Priming two coats with water bound cement primer over plastered surface (outside ) of approved quality and shade including cost of primer with conveyance, taxes, lifts of all materials and labours, T & P etc. required for the work complete with all respect including scaffolding with all lead lift and delift complete in all respect to the specification and scaffolding works and as directed by the Engineer-in-charge\nGround Floor | 375.53 | 1 sqm | |
| 23 | 16 | Wall painting two coats with plastic emulsion paint ( weather coat ) of approved quality and shade on outer plastered surface of new work over a coat of primer including cost of paints & primer with conveyance, taxes, lifts of all materials and labours, T & P etc. required for the work complete with all respect including scaffolding with all lead lift and delift complete in all respect to the specification as directed by the Engineer-in-charge | 309.17 | 1 sqm | |
| 24 | 17 | 20 mm thick grading plaster with C.M. (1:4) on roof slab to proper slope with suitable quality of sand free from dust, dirt and other foreign materials by proper sieiving and grade, watering and compacting etc. and mixing water proofing cement liquid chemical in the mortar including proper curing for 21 days including cost. Conveyance, royalty and taxes of all materials, labour T & P with all lead lift and delift complete in all respect to the specification and proper grade and as directed by the Engineer-in-charge. | 374.85 | 1 sqm | |
| 25 | 18 | Cement concrete (1:2:4) with clean hard broken granite chips of 12mm to 20mm size of approved quality and from approved quarry, with centering and shuttering including hoisting , laying, lowering in layers not exceeding 150mm thick to the required level and finishing the exposed surface smooth , providing grooves and beads, compacting, watering and curing for three weeks including all labour supplying and working of pumps , T & P and hire and running charges of machineries required for the work etc. completed with cost, conveyance, royalty and taxes of all materials as per the specification and direction of the Engineer-in-charge\nGround Floor | 25.45 | 1 cum | |
| 26 | 19 | Distempering two coats over one coat of primer on inside wall surface and ceiling of approved quality shade including cost of Distemper with conveyance, taxes of all materials and labours, T & P etc. required for the work complete with all respect including scaffolding after cleaning of surfaces and making good and to proper finishing to the surface with cost, conveyance, royalty and taxes of all materials including all lead lift and delift as per the specification and direction of the Engineer-in-charge.\nGround Floor | 1069.35 | 1 sqm | |
| 27 | 20 | Labour for fixing the G.C.I. Sheet in roof drilling hole fixing wind ties including all holdfasts and fittings , hooks, nuts and bolts, tarfelt washers, check nuts, GI plate washers and fixing of ridges valleys including cost of GCI Sheet and fitting of all materials, conveyance, royalty and taxes of all materials including all lead lift and delift as per the specification and direction of the Engineer-in-charge. | 201.89 | 1 sqm | |
| 28 | 21 | Cost of M.S Pipe & Trusses of required diameters and length and suitable thickness of branded manufacturers including fitting, fixing, welding if necessary with all nuts, bolts, jointing materials to the design specification including all materials, conveyance, royalty and taxes of all materials including all lead lift and delift as per the specification and direction of the Engineer-in-charge.\na) Truss | 215 | 1 kg | |
| 29 | 21.01 | b) Pipe | 252.4 | 1 kg |
AI Tender Summary
Tender Timeline
Feb 19, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 13, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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