Orissa Mining Corporation Limited has published Development Of Different Environmental Protection Work As Well As Statutory Works At Kodingamali Bauxite Mines In The Dist Of Koraput . . Submission Date for this Tender is 24-09-2019. Flood Protection Tenders in Kodingamali Mines Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Development of different environmental protection work as well as statutory works at Kodingamali Bauxite Mines in the dist of Koraput. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Clearing and grubbing road land including uprooting rank vegetations grass, bushes, shrubs etc and disposal of unserviceable materials up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per clause no: 201 of MoRT&H and as per direction of EIC. | BI01010001010000000000000515BI0100001112 | 1280 | Sqm |
| 2 | 1.02 | Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause 305 of MoRT&H Specified for Road & Bridge works (5th Revision) | BI01010001010000000000000515BI0100001113 | 256 | Cum |
| 3 | 1.03 | Construction of embankment with approved materials deposited at site from road-way cutting and excavation from drain and foundation of other structures,graded and compacted to meet requirement of Table 300-2 as per appd. drawing and technical specification as per clause 305 of MoRT&H specifications of road & bridge works (5th revision) | BI01010001010000000000000515BI0100001114 | 480 | Cum |
| 4 | 1.04 | Excavation of foundation in laterite rock or any hard rock (other than granite or disintegrated rock) removed by using rock breaker (blasting prohibited) 1.5m in depth loading into tipers and disposal within all lift & lead upto 1000m levelling and trimmingthe bed as per the direction of Engineer in charge complete in all respect and as per specification approved by the Department & as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | 8002.43 | Cum |
| 5 | 1.05 | Earth work in excavation of foundation trenches in hard soil or gravelly soil 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. complete as directed by EIC. | BI01010001010000000000000515BI0100001116 | 244.2 | Cum |
| 6 | 1.06 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per direction of EIC. (For excavation of settling pond top soil) | BI01010001010000000000000515BI0100001117 | 220 | Cum |
| 7 | 1.07 | Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision). | BI01010001010000000000000515BI0100001118 | 372.74 | Cum |
| 8 | 1.08 | Back filling behind abutment, wing wall and return wall complete with grannular materials ,as per IRC-78 levelling and watering compacting in layers as per drawings and section 2200 of Technical Specification for Road & Bridge works MoRT&H (5th revision) & as per instruction of Engineer in charge. | BI01010001010000000000000515BI0100001119 | 2140.49 | Cum |
| 9 | 1.09 | C.C of prop. (1:4:8) in foundation using 40mm. Size broken hard granite metal of approved quality from approved quarry including lowering,laying concrete to required levels laid in layers not exceeding 150mm thick including cost,conveyance,royalities of all materials,cost of all labour,T & P required for the work etc.required to complete as per direction of EIC. | BI01010001010000000000000515BI0100001120 | 14.23 | Cum |
| 10 | 1.1 | C.C. of prop. (1:3:6) in foundation using 40 mm. size broken hard granite metal of approved quality from approved quarry including lowering, laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required for the work etc. compleete as per direction of EIC. | BI01010001010000000000000515BI0100001121 | 272.96 | Cum |
| 11 | 1.11 | C.C. of prop. (1:2:4) in using 12mm (1/2”) size hard crusher broken granite chips of appd. Quality from appd. quarry including centering, shuttering to wall side & lowering, laying, concrete, watering and curing etc. comp. To required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials and cost of all labour, T&P required for the work etc. complete as per direction of EIC | BI01010001010000000000000515BI0100001122 | 10 | Cum |
| 12 | 1.12 | P.C.C M-15 grade using 20mm and down graded chips of size crusher stone aggregate mixed by concrete mixture laying in foundation in layer and compacting using vibrator in sub-structures i.e in walls, abutment cap, dirt wall of RCC slab bridge and RCC slab culvert, in head wall and parapet of hume pipe culvert and in toe wall, breast wall, catch water drain etc cement concrete drain including, cost conveyance, royalties of all materials, cost of all labour, T & P etc. required to complete the work as per direction of EIC. | BI01010001010000000000000515BI0100001123 | 125.28 | Cum |
| 13 | 1.13 | P.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips in Hume pipe culvert including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, 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 complete in all respect. | BI01010001010000000000000515BI0100001124 | 151.25 | Cum |
| 14 | 1.14 | 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, royalities of all material,dismantling the centering,shuttering work after the period as specified by EIC and cost of all labour,T &P required for the work complete in all respect,excluding cost of reinforcement,binding wires and labour charges for bending,binding and tying the grills. in Base | BI01010001010000000000000515BI0100001125 | 874.18 | Cum |
| 15 | 1.15 | PCC M-20 grade concrete in foundation and plinth with 20mm down graded hard crusher broken granite chips including lowering,laying concrete to required levels, watering and curing finishing the exposed surfaces smooth including cost, conveyance, royalities of all materials,cost of all labour,T & P required for the work etc.required to complete as per direction of EIC. in Wall-CC Drain | BI01010001010000000000000515BI0100001126 | 56 | Cum |
| 16 | 1.16 | PCC M-20 grade concrete in foundation and plinth with 20mm down graded hard crusher broken granite chips including lowering,laying concrete to required levels, watering and curing finishing the exposed surfaces smooth including cost, conveyance, royalities of all materials,cost of all labour,T & P required for the work etc.required to complete as per direction of EIC. Wall - Toe Wall/Check dam | BI01010001010000000000000515BI0100001127 | 528 | Cum |
| 17 | 1.17 | 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, royalities of all material,dismantling the centering,shuttering work after the period as specified by EIC and cost of all labour,T &P required for the work complete in all respect,excluding cost of reinforcement,binding wires and labour charges for bending,binding and tying the grills. in Wall-4m high Retain wall | BI01010001010000000000000515BI0100001128 | 613.44 | Cum |
| 18 | 1.18 | 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, royalities of all material,dismantling the centering,shuttering work after the period as specified by EIC and cost of all labour,T &P required for the work complete in all respect,excluding cost of reinforcement,binding wires and labour charges for bending,binding and tying the grills. in Wall-5m high Retain wall | BI01010001010000000000000515BI0100001129 | 361.25 | Cum |
| 19 | 1.19 | PCC M-20 grade concrete in foundation and plinth with 20mm down graded hard crusher broken granite chips including lowering,laying concrete to required levels, watering and curing finishing the exposed surfaces smooth including cost, conveyance, royalities of all materials,cost of all labour,T & P required for the work etc.required to complete as per direction of EIC. in Pillar | BI01010001010000000000000515BI0100001130 | 1.73 | Cum |
| 20 | 1.2 | Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in foundation, deck slab, Abutment/Pier shaft, cap, return wall, fly wing & dirt wall as per working drawing and technical specification section 1000,1600, 2100,2200 & 2300 of MoRT&H specification for Road & Bridge works (5th revision) as directed by Engineer in charge. | BI01010001010000000000000515BI0100001131 | 107.98 | Ton |
| 21 | 1.21 | Providing and errecting a "W" Metal beam crash barriers comprising of 3mm thick corrogated sheet metal beam rail 70cm above road / ground level, fixed on ISMC series channel verticle post 150 x 75 x 5mm spaced 2.0 mtr C/C 1.80 mtr high, 1.10 mtr below ground / road level, all steel parts and fitments to be galvanized by hot process all fittings to confirm to IS-1367 & IS-1364, metal beam rail to be fixed on the verticle post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per Clause - 810 of MoRT&H specification and as per direction of EIC. | BI01010001010000000000000515BI0100001132 | 1000 | Mtr |
| 22 | 1.22 | Supplying, Providing, fixing weep holes in plain / reinforced concrete abutments / return walls with 110mm dia PVC pipe (Class-II) extending through the full width of the structure with slope of one vertical : 20 horizontal towards drainage face completeas per drawings and as per section 2200, 2700 ( Clause 2706) of technical specifications for Road & Bridge works MoRT&H (5th revision) & as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001133 | 968.4 | Mtr |
| 23 | 1.23 | Providing and laying of filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in Clause 2504.2.2 of MoSRT&H Specifications for Road & Bridge works (5th Revision) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per the drawing and technical specification. | BI01010001010000000000000515BI0100001134 | 1019.01 | Cum |
| 24 | 1.24 | Rough stone dry packing in approns and revetments with local available picked up stones (15cm to 30cm) including conveyance cost of of all materials, cost of all labour,T & P etc.required to complete the work as per direction of EIC. | BI01010001010000000000000515BI0100001135 | 162 | Sqm |
| 25 | 1.25 | Providing two coats of cement washing on exterior wall surface after cleaning the walls and curing for seven days as directed by the EIC including cost, conveyance of all materials cost of all labour and T&P required to complete the work. | BI01010001010000000000000515BI0100001136 | 3350 | Sqm |
| 26 | 1.26 | Supplying and laying reinforced cement concrete hume pipe of 900mm dia NP4 concrete pipes for culvert bedding PCC M-20 grade (Cast-in-situ) mechanically mixing, vibrating, centering & shuittering using tools and plants equipments & mechinary complete in single / multiple rows including fixing and jointing cement mortar (1:2) and jute fibre if required complete as per drawing and techincal specification section 2900 and clause of MoSRT&H specifications for Road and Bridge (5th Revision) and as per direction of EIC. | BI01010001010000000000000515BI0100001137 | 20 | Mtr |
| 27 | 1.27 | Supplying all labour, T&P and providing crate boulder dry masonry on G.I.crate of size (1.50mX1.00mX1.00m) with locally available stone boulder of 15 cm & above size with extra lead by head load up to 100 mtr. in dry packing in wire crates and wrapping the wire net at the top in all sides including hoisting and placing the crates in position including, conveyance cost of all materials, cost of all labour, T&P required for the works to complete in all respect as direction of EIC but excluding cost of G.I.Crate. - for 1st & 2nd Layer | BI01010001010000000000000515BI0100001138 | 560 | Cum |
| 28 | 1.28 | Supplying all labour, T&P and providing crate boulder dry masonry on G.I.crate of size (1.50mX1.00mX1.00m) with locally available stone boulder of 15 cm & above size with extra lead by head load up to 100 mtr. in dry packing in wire crates and wrapping the wire net at the top in all sides including hoisting and placing the crates in position including, conveyance cost of all materials, cost of all labour, T&P required for the works to complete in all respect as direction of EIC but excluding cost of G.I.Crate. - for 3rd Layer | BI01010001010000000000000515BI0100001139 | 160 | Cum |
| 29 | 1.29 | Supplying all materials, labour and T&P for weaving of wire crates of sizes 1.50m x 1.00m x 1.00m with 4mm dia hot dipped galvanised mild steel wire having minimum tensil strength 300 MPA confirming to IS-280 and galvanised coating confirming to IS-4826 weaving wire mess with square opening with 15cm diagonal and wrapping the wire net to make a box and placing in proper position at work site including cost, conveyance of all materials, cost of all labour and tools and plants required to complete as per direction of EIC. (4mm dia G.I. Wire of TATA WIRON) | BI01010001010000000000000515BI0100001140 | 9860.5 | Kg |
| 30 | 1.3 | Supplying, fitting, fixing and hoisting of M.S. Angle Iron Post & Stay of ISA (65x65x5mm) and errecting, fixing in proper position including drilling holes for fixing of barbed wire including cost, carriage all materials, cost of all labour, T&P required to complete including welding & using Nut & Bolts the wire also as per specification and direction of EIC. | BI01010001010000000000000515BI0100001141 | 0.796 | Ton |
| 31 | 1.31 | Supplying, fitting and fixing of G.I. barbed wire (2 ply) fixing to posts by means of tying G.I. wire with cost of all materials, cost of staples, hook and tying wires including drilling holes in angle, tees etc. with hand drill as per specification and cost, conveyance of all materials, cost of all labour, T&P etc. required to complete the work as per direction of EIC. (TATA WIRON Make) | BI01010001010000000000000515BI0100001142 | 821 | Mtr |
| 32 | 1.32 | 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, 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.) | BI01010001010000000000000515BI0100001143 | 60.25 | Sqm |
| 33 | 1.33 | 6mm thick cement plaster (1:4) to RCC surfaces finished smooth including scaffolding, watering and curing etc. comp. with cost , conveyance, royalty of all materials and cost of all labours, T&P scaffolding required for the work complete as per direction of EIC. | BI01010001010000000000000515BI0100001144 | 18.58 | Sqm |
| 34 | 1.34 | Weather coat two coats of approved brand and shade over a coat of primer over exterior surface of wall exposed to weather including cost of brush, scaffolding, staging charges with cost, conveyance of all materials, cost of all labour, T&P etc. complete as directed by EIC. (Weather coat should of ICI/Berger/Asian is to be used) | BI01010001010000000000000515BI0100001145 | 18.58 | Sqm |
| 35 | 1.35 | Construction of granular Sub-base by providing Coarse graded (Grade-II) materials, 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 MoSRT&H (5th revision) and as per direction of EIC. | BI01010001010000000000000515BI0100001146 | 30 | Cum |
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