Works Department Tender
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Works Department - EICCL Tender
Eprocure
Opening Date20 Jan 2021
Closing Date29 Jan 2021
Tender Amount₹ 7,23,71,200
Costs
EMD
₹ 7,23,712Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_EICCL_65658_1Bid Award Id
ViewTender No
TENDER CALL NOTICE NO.05 OF 2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Removing all types of hume pipe upto including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
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Upto 600mm dia
24
-
194.56
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Above 600mm to 900mm dia
30
-
261.74
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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 up to 1000m including cost,conveyance of all materials cost of all materials, labour T&P etc. complete as per specification and direction of Engineer-in-charge.
(TOTAL CUTTING QUANTITY)
7000.01
-
42.34
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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 O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause-305, 305.3.4 of MoSRT&H specifications for Road & Bridge works (Latest Revision) and as per direction of the Engineer-in-Charge.
2299.44
-
20.69
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Scarifying and removing the existing bituminous road surface as per Section 900, Clause 305.4.3, 305.8, 305.9.6, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
1100
-
3.54
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Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 and 501.8.8.1 of MORTH Specification for Road and Bridge Works (Latest Revision) and as per direction of Engineer-in-Charge.
1100
-
10.29
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Construction of embankment with approved material obtained at site from roadway cutting compacted to meet requirement of Table 300.2 and as per clause 305 of MORTH Specification for Road and Bridge Works (Latest Revision) and as per direction of Engineer-in-Charge.
3500.01
-
55.26
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Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site by mechanical means within a lead of 5Km spreading, grading to required slope and compacting to meet requirement of table 300.2 and clause No.305 of MoSRT&H specifications for Road & Bridge works (Latest Revision) and as per direction of the Engineer-in-Charge.
61976.65
-
128.83
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Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site by mechanical means within a lead of 5Km spreading, grading to required slope and compacting to meet requirement of table 300.2 and clause No.305 of MoSRT&H specifications for Road & Bridge works (Latest Revision) and as per direction of the Engineer-in-Charge.
8157
-
128.83
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Construction of granular sub-base by providing coarse graded Grading-IV material, spreading in uniform layers with motor grader on prepared surface mixing by mix inplace method with rotavator at Optimum moisture content & compacting with vibratory roller to achieve the desired density as per clause No.401.of MoSRT&H Specifications for Road & Bridge works.(Latest Revision) and as per direction of Engineer-in-Charge.
2479.1
-
1492.5
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Providing, supplying and laying good quality of moorum in subbase on road shoulder to proper camber, grade and compacting to the required density in Optimum moisture content with PRR including cost, conveyance royality of all materials and labour with T&P etc. complete in all respect as per direction of the Engineer-in-Charge.
1396.5
-
597.28
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Providing Wet Mix Macadam using crushed stone aggregates/ screening materials 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 the Engineer-in-Charge.
2154.5
-
1525.23
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer@ 0.60Kg/one Sqm using mechanical means as per clause 502 and 501.5.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of the Engineer-in-Charge.
13900
-
22.84
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.20Kg/1Sqm on the prepared surface, cleaned with mechanical broom as per Clause 503 and 501.5.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as per the direction of Engineer-in-Charge.
32850
-
8.12
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Providing and laying Bituminous Macadam with 60-90 TPH Hot Mixed Plant using crushed stone Grading-II materials and 60/70 penetration grade of bitumen as per Clause 501.6 and 501.7 of MoSRT&H Specification for Road and Bridge works (Latest Revision) and as per the direction of Engineer-in-Charge.
2037
-
5633.24
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Providing and laying Semi Dense Bituminous Concrete with 100 - 120 TPH with batch type hot mixed plant using crushed stone Grading-II materials and 60/70 penetration grade of bitumen as per Clause 508 of MoSRT&H Specification for Road and Bridge works (Latest Revision) and as per direction of Engineer-in-Charge.
985.5
-
7435.28
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Supplying and filling in foundation trenches and plinth with sand well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost conveyance, royalities of the material, cost of all labour, T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge.
2500.8
-
513.03
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Supply and fixing of kilometer stone of standard design as per IRC-8 1980, Hectometer(Precast) pillars and boundary pillars of standard design as per IRC:25-1967 of R.C.C. M-15 grade including cost, conveyance, royality, cess,cost of reinforcement, painting two coats on concrete surface, lettering, transportation, and fixing etc. complete in all respect as per direction of Engineer-in-Charge.
-
-
-
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Ordinary km stone
4
-
1714.39
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5th Km stone
2
-
2858.95
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Hectometre (200mtr.) stone
10
-
521.55
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Providing and laying of hot applied thermo plastic compound 2.5mmthick including reflectorising glass beads @250gm/Sqm thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC-35,Clause No.803, 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoRT&H Specification for Road and Bridge works (Latest Revision) and as per direction of Engineer-in-Charge.
1698.3
-
390.28
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Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign board as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting ,1.5mm thick supported on a Mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm,60cm below ground level as per specification and direction of the Engineer-in-Charge.
5
-
9565.47
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Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign board as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting ,1.5mm thick supported on a Mild steel angle iron post 75mmx75mmx6mm 2 Nos firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm,60cm below ground level as per specification and direction of the Engineer-in-Charge.
15.1
-
9975.46
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Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign board as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting ,1.5mm thick supported on a Mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm,60cm below ground level as per specification and direction of the Engineer-in-Charge.
-
-
-
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Cautionary sign board (900mm equilateral traingular)
43
-
4396.32
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Stop Sign (900mm high Octagon)
11
-
6605.62
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Facility informtaion sign board (800mm x600 mm rectangular)
40
-
5288.28
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Route marker sign ( 450mm x 600mm rectangular)
15
-
3847.42
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Speed limit sign (600mm dia Circular)
22
-
3936.63
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Providing and laying of 80mm thick factory made cement concrete interlocking fixing paver blocks of M-35 grade made by block making machine with strong vibratory compaction of approved size, design and shape laid in required colour and pattern over 50mm thick compacted bed of coarse sand filling the joints with fine sand including cost, conveyance of all material, labour ,etc. all complete as per direction in Engineer-in-Charge.
1834
-
624.3
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Earth work in excavation in foundation in all kinds of soil etc as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per Clause 301 & 304 of Specification for road & bridge work of MORT&H (Latest Revision) & Direction of Engineer in charge.
7182.82
-
184.6
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P.C.C M-15 grade in foundation and C.D. works as per approved drawing and technical specifications using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 as per Section 900,1000,1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
960.38
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3817.97
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P.C.C M-15 grade in open foundation as per approved drawing and technical specifications using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 as per Section 900,1000,1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1316.99
-
4118.54
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Providing and laying Reinforced cement concrete of grade M-25 in CD works etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700,2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
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In foundation
234.12
-
4858.98
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In Sub-structure
204.47
-
6015.81
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In Super-structure
95.89
-
5813.09
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Providing and laying Plain cement concrete of grade M-20 in foundation etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 as per Section 900,1000,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
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In foundation
157.2
-
4538.05
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In wall
228
-
8837.43
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In Slab
109.2
-
7266.16
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Steel reinforcement works using HYSD steel of fe-500 as per approved drawing and technical specifications as per Section 1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
64.4
-
80131.63
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Providing and laying of Filter media/ metal spall backing with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2200, 2504.2.2. of MoRTH specifications for Road & Bridge works (latest revision) & 710.1.4.of IRC:78 to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and instruction of Engineer in charge..
472.89
-
1788.08
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Construction of precast R.C.C railing of M-30 grade including cost of reinforcement true to line and grade, tolerance of vertical R.C.C. post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion complete as per approved drawing and technical specifications as per Section 900, 1500, 1600, 1700 and 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
49.5
-
1949.86
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R.C.C. M-30 grade for approach slab as per approved drawing and technical specifications and as per Section 1500, 1700 & 2702 of MoSRTH specifications for Road & Bridge works (Latest revision) as per direction of the Engineer-in-Charge..
252
-
9410.91
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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 the Engineer-in-Charge..
59.14
-
787.68
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Providing rough stone dry packing in aprons and revetments with 30cm and above size hard granite stone boulder complete 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 the Engineer-in-Charge.. .
184.51
-
1409.64
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Providing weep holes in reinforced concrete abutment, wing wall, retaining wall, toe wall with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:2011 towards drawing face complete as per drawing and technical specifications and as per Clause-2706 of MORT&H Specifications for Road & Bride works (Latest Revision) and as directed by the Engineer-in-Charge.
941.4
-
91.1
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R.C.C. M-30 grade with 20mm down graded BHGCB in Wearing coat as per approved drawing and technical specifications and as per Section 1500, 1600, 1700 & 2700 of MoSRTH specifications for Road & Bridge works (Latest revision) etc.complete as per direction of the Engineer-in-Charge.
13.4
-
10841.43
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Painting two coats with Synthetic Enamel paint over a coat of primer of approved quality and shade to road kerbs, etc. complete including cost, conveyance of paint and primer, cost of all labour, T&P etc. complete in all respect as per clause No.803 of MoSRT&H specifications for Road & Bridge works (Latest Revision) and as directed by Engineer-In-Charge.
101.7
-
99.05
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Providing and Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and as directed by Engineer-In-Charge.
-
-
-
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1200 dia
75
-
11463.36
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1000 dia
12.5
-
8751.9
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Providing and Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and as directed by Engineer-In-Charge.
-
-
-
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600 dia
202.5
-
2816.82
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Sand filling in foundation and plinth as per approved drawing and technical specifications as per Clause 304, 401 and Section 900 & 2100 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge.
1292.19
-
513.03
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P.C.C (1:3:6) using 4cm. Size B.H.G. metal. as per approved drawing and technical specifications as per Section 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)and as per direction of the Engineer-in-Charge..
765.98
-
4198.8
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Providing Drainage spout Gratings at kerb wall for passing surface water as per drawing and technical specifications & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1152
-
82.58
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