Works Department Tender
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Costs
EMD
₹ 9,77,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Balliguda_barakhama_ Khamankhola_sindhiguda Road (sh_41) In The District Of Kandhamal From Ch 0_000km To 8_500km 10_000km To 26_000km Ch 34_000km To 48_500km Under State Plan For The Year 2024_25
Description
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Contact
Tender Id
2024_EICCL_105852_1Bid Award Id
ViewTender No
CCE_R and B_PLB_06 of 2024_25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Part B (From Ch.34/000 to 48/500 km)
40.5
8837
357906.6
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
77989.3
8
644971.51
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Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required, 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 the desired density, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete..
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
396
74
29589.12
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
787.5
74
58842
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
200
96
19220
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Part B (From Ch.34/000 to 48/500 km)
525.7
8056
4235517.59
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Part B (From Ch.34/000 to 48/500 km)
5311.35
278
1479901.45
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Part B (From Ch.34/000 to 48/500 km)
5
8385
41926.2
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
18
91
1647.18
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ROAD SAFETY MEASURES
Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes as per IRC: 35 and Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
36
455
16380.36
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Part B (From Ch.34/000 to 48/500 km)
282
74
21071.04
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Part B (From Ch.34/000 to 48/500 km)
42.75
5939
253915.76
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
171500
11
2027130
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
4373.25
9532
41689754.93
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
51.75
6263
324122.67
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Plain cement concrete M-20 in foundation for edge restraint with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th or latest Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
36
5165
185940.72
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
337.5
36
12150
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
337.5
455
153565.88
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Part B (From Ch.34/000 to 48/500 km)
27
8777
236998.71
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Supplying, fitting and placing uncoated HYSD bar reinforcement of primary steel producers such as SAIL/TATA/RINL/JINDAL STEEL/ SHYAM STEELetc. including cutting, bending and binding as per drawing and technical specification as per section 1600, section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P etc complete in all respect and as per direction of the Engineer- in- charge.
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-
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Part B (From Ch.34/000 to 48/500 km)
6
6816
40900.68
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Part B (From Ch.34/000 to 48/500 km)
2588.25
9938
25723503.8
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Drain Wall
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
2250
608
1368900
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
6999
282
1973718
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Drain
Earth work in excavation in Soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge.
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
30
6579
197381.1
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Construction of Granular sub-base by providing Grading-VI material as per table 400-2, 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 the desired density complete as per Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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Providing & applying tack coat with rapid setting (RS-1) Bitumen Emulsion on prepared surface including cleaning of road surface and spraying tack coat @ 0.20 K.g / Sqm using mechanical means as per Cluse No. 501, 503 and Section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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-
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Part B (From Ch.34/000 to 48/500 km)
18.75
6838
128219.06
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Part B (From Ch.34/000 to 48/500 km)
50000
8
413500
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Reinforced cement concrete M-20 grade compacted by vibration including curing for 14 days as per Section 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge.
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
337.5
2674
902718
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Part B (From Ch.34/000 to 48/500 km)
15
91
1371.15
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(ii)Cautionery sign board
90cm size Equilateral Tringle
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
43.2
8539
368901.22
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Painting two coats with enamel paint of approved shade including all cost, conveyance of all materials, with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge.
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-
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Earth work in excavation in Soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge.
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Providing, Fitting & Fixing of 80mm thick factory made Cement Concrete interlocking Paver block of M-40 grade and approved make, variety, colour and size made by block making machione with strong vibratory compacteion of approved design and shape, laid in required colour and pattern over 20mm thick compacted bed of coarese sand, filling the joints with fine sand etc. including cost, conveyance, royality, taxes of all materials, Labour T&P etc. Complete in all respect as per direction of the Eingineer-in-charge.
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Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 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.
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-
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Drain Base
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-
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Part B (From Ch.34/000 to 48/500 km)
20
5092
101846.2
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Part B (From Ch.34/000 to 48/500 km)
20
4620
92400
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Supplying and fixing 15cm dia and 1.00M Long Guard post of Cement concrete (1:2:4) with hard granite chips including cost of all reinforcement & labour for fixing etc complete in all respect & Including all cost i.e cost of all materials, all labour, all T&P required for the purpose including fitting and fixing in position and as per direction of the Engineer- in- charge.
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
24
6782
162785.52
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
64.8
9406
609512.69
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings including cost of all materials,labours,transportation,taxes,duties,sundries,T & P etc. complete in all respect as per direction of Engineer in charge
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-
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Providing and laying compacted Semi Dense Bitminous Concrete using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading premixed with bitumenous binder @ 5 percent of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade and level and alignment rolling with smooth wheeld vibratory and tandom rollers to achieve the desired compaction as per section 500, 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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-
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Providing and laying compacted Bituminous Macadam using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading premixed with bitumenous binder @ 3.3 percent of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade and level and alignment rolling with smooth wheeld vibratory and tandom rollers to achieve the desired compaction as per section 500, 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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-
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Part B (From Ch.34/000 to 48/500 km)
1505
969
1458781.45
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
257.25
7664
1971774.94
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
125.61
82
10385.43
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density for embankment construction & Clause 305, section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision)
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-
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Part B (From Ch.34/000 to 48/500 km)
16
5199
83185.28
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Providing & fixing of bi-directional retro reflective raised pavement markers of approved colour,quality, & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning,preparation of surface and fixing at position with approved quality adhesives including cost of all materials,labours,transportation,taxes,duties,sundries,T & P etc. complete in all respect as per direction of Engineer in charge
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-
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Road Proper
Clearing and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per section 200, clause 201 of the MoRT&H Specifications for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer- in- charge.
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-
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Part B (From Ch.34/000 to 48/500 km)
60
5757
345447.6
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Part B (From Ch.34/000 to 48/500 km)
4833
282
1362906
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Part B (From Ch.34/000 to 48/500 km)
4.31
87732
378346.71
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
10
8351
83511
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Part B (From Ch.34/000 to 48/500 km)
14.25
455
6483.89
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(iii) 60 cm circular
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-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
54
5706
308151
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
6.9
87411
603137.56
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Cover Slab
-
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-
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Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 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.
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-
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Providing weep holes in brick masonry / plain or RCC /abutment / wing wall , retaining wall/ toe wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per Clause - 2706 of MoRT&H Specition for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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-
-
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
102
5723
583787.82
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
2100
969
2035509
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Part B (From Ch.34/000 to 48/500 km)
200
96
19220
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(i)80 cm x 60 cm rectangular
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-
-
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Part B (From Ch.34/000 to 48/500 km)
125.6
82
10384.61
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Part B (From Ch.34/000 to 48/500 km)
101500
11
1204805
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
8974.35
278
2500523.14
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Part A (From Ch.0/000 to 8/500km , 10/000 to 26/000km)
180
5058
910470.6
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Plain cement concrete M-15 in foundation as levelling course with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th or latest Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
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