Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Eprocure
Opening Date19 Nov 2020
Closing Date11 Jan 2021
Tender Amount₹ 35,61,27,903
Costs
EMD
₹ 38,12,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_EICCL_63787_1Bid Award Id
ViewTender No
CE-WBP(O)-11/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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R.C.C. M-35 grade Bored cast-In-situ pile of 1.200m dia excluding reinforcement complete including removal of excavated earth with all leads & lifts up to 1000mtr. as per approved drawing & technical Specifications, as per Section 1100 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.
1393.2
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Providing steel liner 8mm of approved thickness for curbs/ steining for wells / for pile foundation including fabricating and setting out as per approved drawings/ designs and technical specifications as per Section 1100,1200 and 1900 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
696.6
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Providing and laying 50 mm thick Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
5621
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High tensile cables for steel reinforcement works using HYSD Steels of Fe-500 Grade as per approved drawing and technical specifications as per Section 1600 of MORT&H Specifications for road and Bridge works. (Latest Revision)
252.43
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Supplying, fitting and placing of uncoated Steel reinforcement works using TMT high strength deformed Steel Bars EQR-500 as per IS 1786 as per approved drawing and technical specifications as per Section 1600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1554.19
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Providing fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
180
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Providing weep holes as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1549.3
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Providing and fixing G.I. pipe of approved size over crash barrier in bridge work including fixing of M.S. Plate of required size as per design including cost of all materials, T&P, Labour etc. complete as per approved drawing and technical specifications as per Section 1500,1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
1022
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Gravel backing to revetments as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
478.76
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Providing and laying pitching on slopes laid over prepared fiter media including boulder approns laid dry in front toe of embankment complete as per drawing and technical specification.
599.13
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Metal spall backing with hand broken granite metal 45mm size in the rear side of abutment and wing wall as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
153.12
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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 MoRT&H 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 and return wall to the full height compacted to a firm condition complete as per drawing and technical specification and as per direction of Engineer-in-charge.
178.4
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Providing rough stone dry packing with Random Rubble hard granite stone above 30 cm size as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1440.22
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Providing & fixing drainage spout in deck slab of Bridge proper as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
164
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Back filling behind the abutment wall with sand compacting rammed with water including cost of all labour, T&P complete as per Direction of Engineer-in-Charge as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
63.73
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Providing and fixing of R.C.C M-15 guard post of 1.0m height and of size 15cm External diameter at top and 25cm External diameter at bottom with base of 30cm x 30cm x 10 cm thick as per IRC Specifications for finished item of work as per Section 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
160
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Painting two coats with enamel paint over a coat of primer of approved shade for finished item of work as per the direction of Engineer-in-Charge.
2752.18
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Sand filling in foundation and plinth of structures and filling inside the dredged hole of wells as per approved drawing and technical specifications as per Section 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
979.06
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R.C.C M-30 grade for wearing coat including cost of reinforcement as per approved drawing and technical specifications as per Section 1500,1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
29.32
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Grouting aprons and revetments 23cm deep with Cement Concrete (1:4:8) using 25mm size hard granite crusher broken coarse aggregates as per approved drawing and technical specification for fnished item of work as per the direction of Engineer-in-Charge.
490.16
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Loosening, leveling and compacting original ground supporting embankment as per Clause 305.3.4 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
2694.67
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Providing granular Sub-base with Grading – lV with crusher broken hard granite stone screening materials as per approved drawing and technical specifications as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
847.7
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Providing Wet Mix Macadam base coarse as per approved drawing and technical specifications as per Clause 406 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1197.63
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Providing and laying primer coat with slow setting bitumen emulsion as per Clause 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
5239.64
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Providing and applying tack coat with rapid setting bitumen emulsion as per Clause 503 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
5239.64
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Providing 50mm thick Bituminous Macadam using crushed stone Grading-II materials and VG-30 (60/70) penetration grade of bitumen as per Clause 504 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
261.98
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Providing 25mm thick Semi Dense Bituminous Concrete using crushed stone Grading-II materials and VG-30 (60/70) penetration grade of bitumen as per Clause 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
130.99
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Providing compacted granular materials in shoulder by using moorum having required P.I value with sand admixture if required as per approved drawing and technical specifications as per MoRT&H Specifications for Road & Bridge works (Latest Revision).
449.11
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Labour charges for fitting and fixing in position true to line & level POT-Cum -PTFE BEARING consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals,PTFE surface sliding against stainles steel mating surface,complete assembly to be of cast steel/fabricated structural steel,metal and elastomer elements to be as per IRC; 83 Parts-I & II respectively and other parts conforming to BS-5400,section 9.1 & 9.2 and clause 2006 under Section 2000 & 2200 of MoRTH specification (Latest Revision) excluding cost of bearings and including cost of consumables, T & P, Labour etc. complete as per drawing & approved Technical specifications and as per direction of the Engineer-in-Charge.
60
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PCC M15 Grade in sub structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1223.39
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PCC M15 Grade with 20mm and downgraded black hard granite crusher broken stone chips including cost, conveyance, royalit taxes etc complete including centerimg shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge.
433.99
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PCC M20 Grade with20mm and downgraded black hard granite crusher broken stone chips including cost, conveyance,royalit taxes etc complete including centerimg shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge.
265.28
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RCC M30 Grade with 20mm and downgraded black hard granite crusher broken stone chips including cost, conveyance,royalit taxes etc complete including centerimg shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge for following structures.
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A) Abutment shaft
641.44
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B) Return wall
495.95
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c) Approach slab
21.84
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R.C.C M30 grade in two tier railing as per approved drawing and technical specifications as per Section 1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
71.76
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RCC M35 Grade with 20mm and downgraded black hard granite crusher broken stone chips including cost, conveyance,royalit taxes etc complete including centerimg shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge for following structures.
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A) Pile cap
2163.98
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B) Abutment cap & Pier cap
1066.17
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C) Dirt wall
32.3
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D) Deck slab
1739.96
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PSC M-40 Grade in girders including cost of all materials, labour charges for machineries T & P, centering and shuttering, chanrges towards casting yard, casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all charges for arrangment for movement of crane, cranestrailers of required numbers and capacity complete, but exlcuding cost and labour for MS reinforcement, HT Steel, wire / strand, sheathing, bearing plate, tube units, wedges etc accessories, charges towards stressing and grouting, hire charges of jack and other equipments required for stressing and grouting.
3050.43
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RCC M40 Grade with 20mm and downgraded black hard granite crusher broken stone chips including cost, conveyance,royalit taxes etc complete including centerimg shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge for following structures.
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A) Pedstal
36.29
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B) Crash barrier
290.63
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RCC M25 Grade in foundation of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
741.82
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R.C.C. M25 grade in substructure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
786
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R.C.C. M25 grade in super structure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
267.52
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Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
1220
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Providing and erecting Type-A "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long as per technical specification and as per Clause No. 810 & section 800 & 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (Latest Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1140
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Providing and erecting direction and place identification of retro – reflective cautionary, facility sign, directional / place indication sign board, advance sign board mandatory & informatory sign boards as per IRC – 67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminum sheeting 2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade of cement concrete 45 cm x 45cm x 60 cm, 60cm below ground level as per approved drawing to a finished item of work as per direction of Engineer-in-Charge.
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a) Advance directional / Destination / Place Indication sign board (1200x700mm) below 0.90 sqm size
1.68
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b) Advance directional / Destination / Place Indication sign board (1800x1200mm) above 0.90 sqm size
4.32
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c) Facility information Rectangular sign board (800x600mm)
2
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d) Route marker rectangular sign board (450x600mm)
8
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e) Cautionary sign board equilateral triangle (900mm side)
4
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f) Mandatory Circular sign board (600mm dia)
8
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Providing road marking with Hot applied thermoplastic compound 2.5 mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
36.95
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