Odisha Construction Corporation Limited Tender
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Odisha Construction Corporation Limited - OCCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date26 Jun 2023
Closing DateCancelled
Tender Amount₹ 13,47,74,361
Costs
EMD
₹ 13,47,744Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Bid Identification No. Occl-cgp/01/2023-24
Description
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Contact
Tender Id
2023_OCCL_90049_1Bid Award Id
ViewTender No
e-Procurement Notice No.16/OCCL/2023-24 (on-line)Tender Authority
Odisha Construction Corporation Limited ViewPurchaser Address
-Website
http://https://odishaconstruction.com/
GEM & Bid Advisory Services
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BOQ Items
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Supplying, fitting, fixing and placing in position steel cutting edge of mild steel weighing 40 Kg per metre cladding for well foundation complete as per approved drawing and technical specification (4th revision) etc. complete as per directiono of Engineer-in-Charge. (High Level Bridge)
57.68
-
11445.48
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Providing steel liner 10mm thick for curbs, 8mm and 6mm thick for steining of wells including fabrication and setting out as per approved drawing and technical specification as per section 1200 of MoSRT&H, Specification for Road and Bridge works (4th revision) including cost of all materialsw, labour, T&P cess etc. complete as per specification and direction of Engineer-in-Charge. (High Level Bridge)
28901.8
-
104.86
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Labour for Sinking of wells as per approved drawing and technical specification as per section 1200 of MOSRT&H, Specification for Road and Bridge works (4th revision) including cost of all labour, cess, incidential charges etc. complete as per specification and direction of Engineer-in-Charge. (High Level Bridge)
-
-
-
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A) 8.00 mtr external diameter well upto 10m depth in all kinds of soil other than rock (Abutment)
20
-
32919.97
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B) 7.00 mtr external diameter well upto 10m depth in all kinds of soil other than rock (Pier)
20
-
26619.82
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C) 8.00 mtr external diameter well beyond 10m depth in all kinds of soil other than rock (Abutment)
7
-
35256.54
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D) 7.00mtr external diameter well beyond 10m depth in all kinds of soil other than rock (Pier)
4.22
-
28484.86
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P C C M15 grade in Bottom & Top plugging for abutment and pier wells using 10% extra cement for under water concreting as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MOSRT&H, Specification for Road and Bridge works (4th revision) including cost of all materials, labour, labour cess, royalty, T & P etc. complete as per specification & direction of Engineer-in-charge.(High Level Bridge)
-
-
-
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A) Bottom Plugging
535.98
-
7045.82
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B) Top Plugging
34.84
-
6386.83
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Providing and placing in position RCC M-25 well steining for abutment and pier wells having specified characteristics compressive strength/target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20 mm and down graded & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality,obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting,lowering & laying concrete in layers not exceeding 150 mm thick compacting with vibrators, watering & curing for 28 days including total cost of centering & shuttering, cost,conveyance royalities and all other taxes of all materials with all leads & lifts,cost of all labour, T&P & machineries etc.required for the work complete in all respects as per direction of the Engineer-in-Charge. (High Level Bridge)
1097.53
-
9318.38
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Sand filling as per approved drawing and technical specification as per section 1200 & 2100 of MOSRT&H, Specification for Road and Bridge works as per specification and direction of Engineer-in-Charge (4th revision) (High Level Bridge)
543.11
-
1075.27
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R.C.C. work of M 30 grade well curb of abutment and pier with 20mm and down grade black hard granite(crusher broken) stone chips including including total cost of centering & shuttering hoisting and laying including cost, carriage, royalty and taxes of all material, cess etc. as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MOSRT&H, Specification for Road and Bridge works (4th revision) (High Level Bridge)
-
-
-
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I) Well Curb for Abutment & Pier
189.41
-
9097.64
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II) Well Cap for Abutment & Pier
363
-
9097.64
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III) Abutment and Pier shaft
123.91
-
9588.99
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IV) Abutment and Pier cap
57.99
-
10476.39
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V) Dirt wall
23.29
-
11063.04
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VI) Return & Wing wall
48.92
-
11063.04
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VII) Approach Slab
18.9
-
7740.5
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VIII) Girder & Deck slab
767.55
-
17550.01
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R.C.C. work of M 40 Crash barrier & Wearing coat of bridge with 20mm and down grade black hard granite(crusher broken) stone chips including total cost of centering & shutteriing, hoisting and laying including cost, carriage, royalty and taxes of all material, cess etc. as per approved drawing and technical specification as per section 1500, 1700 & 2300 of MOSRT&H, Specification for Road and Bridge works (4th revision) as per specification and direction of Engineer-in-Charge (High Level Bridge)
-
-
-
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i) Crash Barrier
67.67
-
13623.22
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ii) Wearing Coat
61.59
-
14189.79
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Providing, straightening, cutting, bending, binding, laying and placing in position the uncoated HYSD bar (Fe-500) grade reinforcement bars including lapping or welding higher diameter bars where necessary with cost, conveyance, taxes of reinforcement bars, binding wire etc with all leads, lifts and delifts as per approved drawing and technical specification as per section 1600 of MoSRT&H, Specification for Road and Bridge works (4th revision) as per specification and direction of Engineer-in-Charge. (High Level Bridge)
3576.89
-
9319.08
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Providing & Fixing C.I. grating to holes in deck slabs size as per MoSRT&H specification and drawing for drainage of water including all cost ,conveyance,taxes of materials, all labour charges & T&P required for the work and as per specification and direction of the Engineer-in-charge. (High Level Bridge)
24
-
59.61
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Providing weep holes in Brick masonry/ plain/ Reinforced concrete abutment, wing wall & return wall with 100mm dia AC pipe , extending through the full width of the structure with slope 1V : 20H towards drawing foce complete as per drawing and technical specification as per section 2700 of MOSRT&H, Specification for Road and Bridge works (4th revision)as per specification and direction of Engineer-in-Charge (High Level Bridge)
80
-
107.54
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Supplying,fitting,fixing in position true to line & level Neoprene Elastomeric bridge bearing (size 500 X 400 X 96)mm confirming to IRC :83 (Part-II) section IX & clause 205 of MoRT&H specification complete including all accessories as per drawing & techincal specificationsand direction of Engineer-in-Charge. (High Level Bridge)
351720
-
1.25
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Providing. fitting and fixing Strip Seal Expansion joint as per approved drawing and technical specification as per section 2600 of MOSRT&H, Specification for Road and Bridge works (4th revision) as per specification and direction of Engineer-in-charge. (High Level Bridge)
30
-
12167.65
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Providing , Supplying and fixing of guard post of 1.0m high and of size 15cm external diameter at top and 25cm external diameter at bottom with base Reinforced cement concrete ( 1:2:4 ) using 3.54 Kg of steel for each guard post with 12mm size hard granite crusher broken chips including cost, carriage T&P arrticles, royalty, cess etc. for the direction of Engineer-In-Charge. (High Level Bridge)
40
-
732.91
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Providing and laying of filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall & return wall to the full height compacted to afirm condition including cost of all materials, labour, taxes of materilas, labour cess ect complete as per approved drawing and technical specification and direction of Engineer-in-Charge (High Level Bridge)
121.27
-
3755.08
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Back filling with sandy material behind abutment , wing wall & return wall etc with to the full height compacted to a firm condition complete including cost conveyance of all materials with cost of all labour, labour cess T&P & other machineries required for the work complete in respects and as per direction of the Engineer-in-charge. (High Level Bridge)
376.18
-
1683.96
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Providing Primer of one coat on plastered surface with any approved primer including cost of primer with carriage, all labour,labour cess, T&P & taxes etc. complete as per direction of the Engineer-in-Charge. (High Level Bridge)
451.37
-
67.97
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Providing Wall painting 2 coat with plastic emulsion paint of approved shade on new work to give an even shade including cost of paint etc. Complete including cost of all materials, labour, labour cess etc complete as per direction of the Engineer-In-charge. (High Level Bridge)
451.37
-
92.89
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P C C (1:3:6) nominal mix in foundation of structure as per approved drawing and technical specification as per section 1500 , 1700 & 2100 of MOSRT&H, Specification for Road and Bridge works (4th revision) including cost of all materials, labour, labour cess etc complste as per specification and direction of Engineer-in-Charge. (High Level Bridge)
15.83
-
6693.88
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Providing and placing in position RCC M-20 having specified characteristics compressive strength/target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20 mm and down graded & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality,obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting,lowering & laying concrete in layers not exceeding 150 mm thick compacting with vibrators, watering & curing for 28 days including total cost of centering & shuttering, cost,conveyance royalities and all other taxes of all materials with all leads & lifts,cost of all labour,labour cess T&P & machineries etc.required for the work complete in all respects as per direction of the Engineer-in-Charge. (High Level Bridge)
74.77
-
7179.68
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Gravel backing to revetments & slopes of road embankment with good latrine conveying of moorum from stacks stacked at work site or at approved stacking yard with cost ,conveyance,royalty and other taxes of all materials and cost of all labour T&P required for the work complete in all respects & as directed by the Engineer-in-charge. (High Level Bridge)
34.71
-
2029.72
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Supplying &Instalation of Gabion mattress (mesh type 10x12 having wire dia 2.7/3.7 mm, selvedge wire dia 3.40/4.40mm and tensile strength 350N/mm2, PVC coating thickness minimum 0.38mm & of box thickness 0.5m) made out of hexagonal woven wiremesh type zinc with PVC coated gabion boxs of size such as (2mx1mx0.5m) filled with H.G stones of size not less than 0.0025cum including cost, conveyance, royalty & taxes of all materials and labour etc. complete.
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-
-
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High level Bridge
173.38
-
4034.04
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Approach Road
440
-
4034.04
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Supplying & Instalation of Gabion mattress (mesh type 6 x 8 having wire dia 2.2/3.2mm, selvedge wire dia 2.70/3.70mm and tensile strength 350N/mm2 , PVC coating thickness minimum 0.38mm & of box thickness 0.30m)made out of hexagonal woven wiremesh type zinc with PVC coated gabion boxes of size such as ( 2.00m x2.00m x 0.30m ) as per requirement at site filled with hard G. Stones of size not less than 0.0025 cum and compacting the stones inside the gobion boxes with minimum voids and tying , stiching with lacing wire and heavily galvanised steel rings of 3mm dia. having tensile strength of 170 kg./mm2 with a spacing of rings @ 200mm c/c and placing in position with help of cranes & by other mechanical means with cost of all materials, conveyance, taxes and machinaries etc. complete as per direction of Engineer-in-charge. (Approach Road)
2323
-
5659
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Supplying, transporting and laying in proper position of ISO certified polyproplene multifilament Geo-textile filter having minimum tensile strength of 55 KN/m2, mass/unit area and shoul be of 220GSM (GWF-40-220) underneath the hexagonal wiremesh type zinc with PVC coated gabion boxs as a filter layer as per techical spection including cost, conveyance, royalty & taxes of all materials and labour etc. complete.
-
-
-
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High level Bridge
333.42
-
110.1
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Approach Road
7744
-
110.1
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Collecting, supplying and stacking hard grinite stone boulders from approved quarry of size 15 cm to 30 cm including cost of materials of approved quality, labours, carriage, hire & running charges of all machineries, T & P, royality and all other taxes of materials and conveying from stacks and packing stones in apron & revetment including surface packing including filling the interstices with small stones, wedging and hamering etc. including all incidential charges for quality control test , labour cess, royalty etc. complete as per direction of Engineer-in-charge . (High Level Bridge)
530.36
-
2802
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Providing and constructing one span service road to reach island location from one pier location to another pier location with all cost, etc. complete as per direction of Engineer-in-charge. (High Level Bridge)
109.5
-
14052.9
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Provision for 6" dia utility pipe including cost of all materials, labour, etc. complete as per specification and direction of Engineer-in-Charge. (High Level Bridge)
219
-
662
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Providing and constructing Temporary Island 16m diameter for construction of well foundation for 08mm dia. Well with all cost, labour cost, cess etc. complete as per spcification and direction of Engineer-in-Charge.. (High Level Bridge)
2
-
932639.8
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Earthwork in embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5.00Km, spreading, drading to required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specification for Road and Bridge works including cost of all labour, earth, labour cess etc complete as per specification and direction of Engineer-in-Charge. (4th revision) (Approach Road)
70616.87
-
197.07
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Providing granular sub base with sand as per approved drawing and technical specification as per clause 401 of MoSRT&H Specification for Road and Bridge works including cost of all materials, labour, labour cess, royalty etc. complete as per specification and direction of Engineer-in-Charge (4th revision) (Approach Road)
2079
-
1104.3
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Construction of Granular Sub-base by providing well graded granular sub-base Grade-III materials asper table 400-1 spreding in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator and compacting upto OMC with vibrator rollor to achieve the desire density including cost of all materials, labours, carriage, royality, T & P, hire & running charges of all machineries, all other taxs, labour cess etc. complete as per clause 401 of MoRT&H specifications for road & bridge works and direction of the Engineer-In-charge. (Approach Road)
1039.5
-
3100.92
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as pr clause 406 of MoSRT&H specification for road & bridge works including cost of all materials, labour, labour cess, royalty etc, complete as per specification and direction of Engineer in charge.. (Approach Road)
1732.5
-
4417.65
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Providing and applying Primer coat with slow setting bituminous emulsion on the prepared surface of granular base including clearing of road surface and spraying primer @ 0.6 kg /sqm using mechanical means including cost of all materials, labours, carriage of all material, hire & running charges of all machineries, T & P and all other taxes of all materials including labour cess etc. complete as per direction of Engineer-in-charge.( as per clause 502 of MORT& Specification(5th revision) as per specification and direction of Engieer-in-charge. (Approach Road)
6930
-
37.55
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Providing and applying Tack coat on granular base with bituminous emulsion using emulsion presure distributor at the rate of 0.30 kg / sqm on the prepared bitumenous / granular surface cleaned with mechanical broom including cost of all materials, labours, carriage, hire & running charges of all machineries, T & P and all other taxes of all materials, labour cess etc. complete as per direction of Engineer-in-charge( as per clause 503 of MORT& Specification(5th revision) (Approach Road)
6930
-
13.15
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Providing, laying & Spreading Bituminous Macadam (BM) with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to the laid over previously prepared surface with all leads & lifts with a hydrostatic paver finisher to the required grade , level & alignment and rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction including cost of all materials, labours, carriage, hire & running charges of machineries, T & P and all other taxes of all materials, labour cess etc. complete as per the direction of the Engineer-In-charge.as per clause 504 of MORT&H Specification for Road & Bridge works (5th Revision)as per specification and direction of Engieer-in-charge (Approach Road)
346.5
-
10890.4
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Providing & laying Semi Dense Bituminous Concrete (SDBC) with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including cost of all materials, labours, carriage hire & running charges of all machineries, T & P and all other taxes of all materials, labour cess etc. complete as per the direction of the Engineer-In-charge.as per clause 501 & 508 of MORT&H Specification for Road & Bridge works (5th Revision) as per specification and direction of Engieer-in-charge(Approach Road)
173.22
-
13468.18
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Providing and laying moorum in layers not exceeding 100mm thick, watering and compacting to the required density in O.M.C. with P.R.R. including cost, carriage and royalty of all materials and hire charges of P.R.R. etc complete as per direction of the Engineer-in-charge. (Approach Road)
98.7
-
1970.43
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