Works Department Tender
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Costs
EMD
₹ 2,22,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_EICCL_54961_4Tender No
SE DKL R and B/01-2019-20Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Brifge works 5th. Revision.
9579
85348
8.91
Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 MoSRT&H Specifications for road & Bridge works(4th. Revision) .
212
297520
1403.4
Construction of granular Sub-base by providing Coarse graded Granular sub-base Grading-IV material as per table 400-1 ,spreading in unifrom 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 MoSRT&H Specifications for road & Bridge works(4th. Revision) .
318
498274
1566.9
Providing,laying and compacting graded stone agregate - grading- II to wet mix macadum specification including premix the materials with water at OMC in mechinical mix plant carriage of mixed materials by tipper to work site ,laying in uniform layer with paver in base course on wee prepared surface and compacting as per drawing and technical specification as per clause 406 of MOSRT&H Specification for Road & Bridge(4th Revision)
2790
4312363
1545.65
Providing and applying Primer coat with Bitumen Emulsion (S.S) on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60kg/Sqm using Mechinical means etc complete as per the direction of Engineer in charge.
11699
222982
19.06
Providing and applying tack coat with bitumen emulsion(M.S) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom etc complete as per the direction of Engineer-in-charge .
11699
82477
7.05
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading-II premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MOSRTH specification clause No. 508 complete in all respects as per the direction of Engineer-in-charge .
292
1804057
6178.28
Providing and laying Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading-II premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MOSRTH specification clause No. 508 complete in all respects as per the direction of Engineer-in-charge .
585
2860650
4890
Construction of moorum shoulder with approved quality of moorum with all lifts & leads transporting to site spreading grading to required slop and compacted to meet requirement of table no-300-2 etc complete as per the direction of Engineer -in -Charge.
159
145737
916.59
Construction of embankment with excavated materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 etc complete as per the direction of Engineer-in-charge .
735
40549
55.17
Construction of embankment with approved materials obtained from borrow pit with all lead and lifts, transporting to site by mechnical means with a lead of 5.00km spreading , grading to required slope, grade and compaction to meet the requirement table 300-2 & Clause 305 of MORTH&H specification for road and bridge work.
3762.22
483821
128.6
Dismantlng Brick / Stone masonary work of existing damaged C.D works at all elevation including T&P and scaffolding when ever necessary, shorting the dismantled materials, dispose of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000 m etc complete as per direction of Engineer in charge.
11.88
3077
259.02
Dismantling concrete work pre- stressed / rainforced of M20 grade and above including T&P scaffolding where ever necessary, shorting the dismantaling materials , disposal of unserviceable materials with all lead and lift of 1000 m etc complete asper direction of the engineer in charge .
7.2
8023
1114.39
Earth work excavation in foundation of structures in all kinds of soil including hard moorum stony earth mixed with stone and boulders (except sheet rocks and boulders required blasting) including dressing and leveling the bed up to required depth and depositing the excavated materials at places away from work site with all leads and lifts T&P shoring shuttering dewatering if required etc. complete as per direction of the Engineer-in-charge.
1836.2
315073
171.59
Supplying filling in foundation and plinth with sand in layers not exceeding 150mm thick including watering, ramming including cost, conveyance, royalty and taxes of all materials, all labour T&P required for the work etc. complete (measurement will be taken on finished compacted section only).
800.65
344992
430.89
Supplying filling in foundation and plinth with exaveted material in layers not exceeding 150mm thick including watering, ramming including cost, conveyance, all labour T&P required for the work etc. complete
157.07
14976
95.35
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes etc complete as per the direction of Engineer-in-charge .
421
176904
420.2
P.C.C M-15 grade in foundation as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
140.22
530785
3785.38
P.C.C M-15 grade in Sub-Structure in cut - off wall with centering & shuttering as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
4.5
17285
3841.28
P.C.C M-20 grade in foundation (Wing Wall) with centering & shuttering as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
34.56
156390
4525.2
P.C.C M-20 grade in Substructure (Wing Wall) with centering & shuttering as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
39.2
218264
5567.98
P.C.C M-20 grade in Substructure (Retaining Wall) with centering & shuttering as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
331.88
1814835
5468.43
R.C.C M-20 grade in foundation Raft with centering & shuttering for base raft as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
417.29
1900304
4553.94
R.C.C M-20 grade in Drain slab with centering & shuttering as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
11.25
55646
4946.34
R.C.C M-20 grade in Raising Drain wall with centering & shuttering as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
70.62
370094
5240.64
R.C.C M-30 grade in Wearing Coat with centering & shuttering as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3.38
16197
4799.33
R.C.C M-25 grade in foundation as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
29
141149
4867.22
R.C.C M-25 grade in Sub-Structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
18.45
119730
6489.47
R.C.C M-25 grade in Superstructure, Girder & Deck slab as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
30.9
180617
5845.23
Supplying,straightening ,cutting,fitting and placing in position coiled or bend up M.S. rod / HYSD bars confirming to Gr. S 240 or Fe-500, cutting bending binding lapping placing welding etc. (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design hoisting lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel (Primary Producer like-SAIL/RINL/TATA/JINDALSTEEL/SHYAM STEEL) make) and binding wire of 18 to 20 gauge (as approved by the deptt.) weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger and binding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all floors.
746.38
4685231
6277.24
Providing weep holes as per approved drawing and technical specifications as per Section 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
391.5
40598
103.7
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
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-
-
Speed limit 600 mm circular
5
18373
3674.77
Curve location 900cm equilateral tringle
5
20682
4136.45
School/Hospital/Village/Police station/Cross roads:-800mmx600mm rectangular
2
10064
5032.16
Place identification Sign Board
1
10517
10517.45
Providing Reinforced cement concrete M15 grade in Guard posts of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting etc complete as per the direction of Engineer-in-charge .
380
140911
370.82
Providing Reinforced cement concrete M15 grade Ordinary kilometre stone/5th kilometer stone/Hetcometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per the direction of Engineer-in-charge .
-
-
-
5th K.m stone
1
2730
2730.6
Ordinary K.m stone
3
5019
1673.15
Approved for 37 (Thirty Seven items) only
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