Development Of Cc Road Connecting Township Entry Gate To Ldbc Road Near Ts 7 At Daitari Iron Ore Mines In The District Of Keonjhar .
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Jan 2021
0 days left
EMD
3.04 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DAITARI → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Development Of Cc Road Connecting Township Entry Gate To Ldbc Road Near Ts 7 At Daitari Iron Ore Mines In The District Of Keonjhar .
BOQ
| Name of Work: Development of CC road connecting township entry gate to LDBC road near T/S-7 at Daitari Iron Ore Mines in the district of Keonjhar. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. as directed by EIC. | BI01010001010000000000000515BI0100001112 | 573 | Cum |
| 2 | 1.02 | Construction of granular Sub-base by providing close graded materials, (Grading-IV), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve desired density complete as per Clause-401 of MoRT&H (5th revision) and as per direction of EIC. | BI01010001010000000000000515BI0100001113 | 1785 | Cum |
| 3 | 1.03 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per desing, over a prepared sub base with 40 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) corase and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous opertation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification Clause: 1501 and direction of EIC. | BI01010001010000000000000515BI0100001114 | 2935 | Cum |
| 4 | 1.04 | P.C.C M-15 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. | BI01010001010000000000000515BI0100001115 | 186 | Cum |
| 5 | 1.05 | R.C.C M-25 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Footing | BI01010001010000000000000515BI0100001116 | 35.7 | Cum |
| 6 | 1.06 | R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Footing | BI01010001010000000000000515BI0100001117 | 415 | Cum |
| 7 | 1.07 | R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Wall | BI01010001010000000000000515BI0100001118 | 254 | Cum |
| 8 | 1.08 | Supplying HYSD bars of appd. Quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work including cost, conveyance of HYSD bars (Fe500) and binding wires of 18 to 20 gauge and cost of labour, T&P required to comp. in all respect as directed by the EIC. | BI01010001010000000000000515BI0100001119 | 42.2 | Ton |
| 9 | 1.09 | Filling in foundation and plinth with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9\") thick layers with all necessary leads and lifts complete inclusive cost of all labour T&P and required to complete as per direction of EIC. | BI01010001010000000000000515BI0100001120 | 573 | Cum |
| 10 | 1.1 | Painting two coat with approved brand of synthetic enamel paint of approved shade and quality over a coat of primer over old/new wood and iron works including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. (Paints of Burger/Nerolac/J&N /Asian/ ICI Brand is to be used.) | BI01010001010000000000000515BI0100001121 | 439 | Sqm |
| 11 | 1.11 | Reinforced cement concrete M-15 grade kilometre stone (KM Stone) of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per caluse no : 804 of MoRT&H specifications of Roads & Bridges (5th revision) and as per direction of EIC. | BI01010001010000000000000515BI0100001122 | 3 | Each |
| 12 | 1.12 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3 of MORT&H specifications for Road and Bridge works (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. 600mm triangular | BI01010001010000000000000515BI0100001123 | 8 | Each |
| 13 | 1.13 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3 of MORT&H specifications for Road and Bridge works (4th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. 600mm Circular | BI01010001010000000000000515BI0100001124 | 8 | Each |
| 14 | 1.14 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3 of MORT&H specifications for Road and Bridge works (4th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. 600mm Square | BI01010001010000000000000515BI0100001125 | 8 | Each |
AI Tender Summary
Tender Timeline
Jan 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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