Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing Date17 Oct 2024
Tender Amount₹ 2,03,79,889
Costs
EMD
₹ 2,03,799Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement And Strengthening Of Kalajhari Road Under Crdp On Mendhasal To Deras Dam Via Kalajhar Road From Km 0.000 To 0.981 Km
Description
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Contact
Tender Id
2024_EICCL_105360_3Bid Award Id
ViewTender No
TENDER CALL NOTICE NO.05 OF 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Dismantling of Cement Concrete Pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 meters, stacking seviceable and unserviceable materials separately.
126
222892
1768.99
Scarifying and removing the existing bituminous road surface as per approved drawing and technical specifications 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 (5th Revision) and as per direction of Engineer-in-Charge.
962.5
5765
5.99
Excavation for road works in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers ,trimming buttom and side slopes inaccordance with requirements of lines ,grades,and cross sections ,transportong to the embankment location within all lifts and leadsupto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge.
2904.51
257455
88.64
Supplying and Filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted,including cost of all materials, labour , and T&P etc complete below leveling course of open foundations/approach slab etc complete as per technical specification for Road & Bridge works (MORTH 5th revision) & as directed by Engineer in charge.
119.14
107710
904.06
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 as given in Table 300-2 for embankment construction.
486.83
17525
36
Construction of embankment with 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.
1452.26
51990
35.8
Construction of embankment with earth approved material obtained from borrowpits, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
270.74
55133
203.64
Providing compacted granular materials in shoulder by using moorum as per clause 407 of MoRT&H specifications for road and bridge works (4th revision) complete as per the direction of Engineer in charge.
149.25
143465
961.24
Providing and laying Granular Sub-base with grading IV(coarse graded) stone screening materials as per approved drawing and technical specifications as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
844.1
2268771
2687.8
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.
1406.84
3602565
2560.75
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
4583.9
159794
34.86
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
4583.9
55831
12.18
Providing and laying bituminous macadam with 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 504 complete in all respects.
229.2
1694606
7393.57
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, 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 MoRTH specification clause No. 508 complete in all respects.
137.52
1295896
9423.33
Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block makingmachine with proper compaction laid in required pattern etc.complete in all respect conforming to IRC SP - 63 : 2018.(SOR,P. No -233, Sl .No - 25.17(2))
1023
622393
608.4
Cement concrete of prop.(1:2:4) using 12mm to 20mm size black hard (crusher broken) granite chips (20mm size not to exceed 25%) of approved quality from approved quarry including laying & compacting concrete, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries and T&P. etc. required for the work complete in all respect as directed by the Engineer in charge.
15.35
119137
7761.43
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
3
2175
725.08
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
-
-
-
Ordinary kilometer stone (precast)
2
818
409.45
Hectometer stone (precast)
3
2129
709.67
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.
249.11
69409
278.63
Supplying and fixing 15cm dia 1.0m long guard post of RCC M15 using 7.5 kg of steel for each guard post with 12mm size aggregate, including cost of all reinforcement and materials centring and shuttering and watering, carrying complete.
40
21182
529.57
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory 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 angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
-
-
-
80 cm x 60 cm rectangular
6
36568
6094.74
Direction and place identification signs with size more than 0.9sqm size board
2.16
25225
11678.57
90 cm equilateral triangle
15
75566
5037.78
60 cm circular
12
51490
4290.84
Synthetic painting two coats (wall painting 2 coats with Synthetic enamel paint)
225.34
19250
85.43
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
22.69
63719
2808.26
P.C.C.M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
17.04
99999
5868.54
P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
88.04
492070
5589.17
RCC M-20 grade in foundation and wall as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
-
-
-
Base slab
169.88
1125791
6626.98
Wall (Both side)
209.99
2174083
10353.27
Cover Slab
37.46
323511
8636.19
R.C.C. M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
47.29
331541
7010.82
R.C.C. M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
31.1
295990
9517.38
R.C.C. M-25 grade in Deck slab & kerb of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
16.84
173978
10331.24
R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3.3
43725
13250.07
Drainage Spouts complete as per drawing and Technical specification
2
2828
1414.47
HYSD / MORT&H Technical Specification no- 1600Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsion, complete as per approved drawings and technical specifications.(2 tier)
46.27
3969864
85797.8
Construction of RCC Crash Barrier of M40 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space (2 tiar)
7.4
32461
4386.68
Providing Weep Holes in plain / reinforced concrete abutment, wing wall, retaining wall, toe wall with 100mm dia AC pipe as per drawing and technical specifications and asper Clause-2706 of MORT&H Specifications for Road & Bride works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
149.35
32308
216.33
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
16.08
37236
2315.71
Filling Foundation & plinth with excavated earth (2/3 rd of rate of earth work in excavation)
192.13
11353
59.09
Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
5.62
5308
944.6
Rough stones dry packing in aprons and revetment with hard granite stone 30 cm and above (Reuse from dismantalled item).
47.25
111338
2356.36
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