Works Department Tender
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Works Department Tender
Eprocure
Opening Date19 May 2018
Closing Date2 Jun 2018
Tender Amount₹ 3,75,95,000
Costs
EMD
₹ 7,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction and Maintenance of O-Venkatapalam via Bhejangiwada to Pitakunda Road in the district of Malkangiri.
Description
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Contact
Tender Id
2018_DPIR_63206_1Bid Award Id
ViewTender No
Bid Identification No-CE-DPI AND R-12/2018-19Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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 upto 1000 m as per Clause no. 302. 3.5 (iii) of MoRD Databook.
3523.82
115933
-
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 OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embankment counstruction as per technical Specification Clause 301.4 (i) (Serial no. 3.15) of MoRD Databook and as per direction of the Engineer-in-Charge.
7513.01
154768
-
Granular sub-base/ Construction of granular sub-base by providing GSB Gr-IV materials, spreading in uniform layers with motor grader on prepared surface mixing by place method with Rotavator at OMC and compacting with Vibratory roller to achieve the desired density complete as per clause no. 401 (Serial no. 4.2) of MoRT&H Databook and direction of the Engineer-in-charge.
2501.52
3708253
-
Providing Wet Mix Mecadam using crushed Stone screening as per approved drawing and techinical specification as per clause no. 406 (Serial no. 4.9) of MoRT&H Databook and direction of the Engineer-in-charge.
4773.45
8015099
-
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular sub-base(medium porosity) including cleaning of road surface and spraying primer at the rate of 1.05kg/sqm using mechanical means as per clause no. 502 [Serial no. 5.1(ii)] of MoRD Databook and direction of the Engineer-in-charge
31823
865585
-
Providing and applying tack coat with bitumen emulsion (RS-1) on prepared surface including cleaning of road surface and spraying primer at the rate of 0.20kg/sqm using mechanical means as per clause no. 503 [Serial no. 5.2(ii)] of MoRD Databook and direction of the Engineer-in-charge
31823
248219
-
Providing and laying Semi-dense graded bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 grade of bitumen, transporting the hot mix to work site, l;aying 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 clause no. 508 (Serial no. 5.7) of MoRT&H Databook and direction of the Engineer-in-charge.
795.58
4608874
-
Construction of embankment , maintainance of slope & camber with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structures graded and compacting to meet requirement of table 300-2 & as per clause no. 301.5 [Serial no. 3.3] of MoRD Databook and direction of the Engineer-in-charge
4681.23
171333
-
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & as per clause no. 301.5 [Serial no. 3.4] of MoRD Databook and direction of the Engineer-in-charge
25885.39
4504057
-
Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads as per clause no. 803 [Serial no. 8.13] of MoRTH Databook and direction of the Engineer-in-charge and as per direction of the Engineer-in-charge
192.87
111517
-
Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level size as per clause no. 1700,300&800 [Serial no. 2] of MoRD Databook and as per direction of Engineer-in-Charge.
-
-
-
80cm x 60cm size Rectangular (Informatory)
8
39020
-
1200 x 700mm (Direction & Place identification)
8
64639
-
Route marker sign (450 x 600mm)
4
12680
-
Route marker sign (600 x 600mm) square
4
15608
-
Direction and Place indicator (1800 x 1200)
4.32
45078
-
90cm size Equilateral Tringle (Mandatory)
16
61131
-
60cm size Circular (Cautionery) Speed limit
24
78621
-
Octagon 900mm size stop sign board
8
51509
-
Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause no. 1700 [Serial no. 10.10 (i),(ii),(iii)] of MoRD Databook and as per direction of Engineer-in-Charge.
-
-
-
5th Km stone
2
4942
-
Ordinary Km stone
4
5644
-
200mtr Stone
24
9979
-
Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383,the size of coarse aggregate not exeeding 25mm with minimum aggregate cement ratio of 5:1 mm and with minimum cement content of 310kg per cum,aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixture at optimum moisture content ,transporting to site, laying with wheel barrows or steel pans or with mechanical paver,compacting with 80-100 KN smooth wheel,tandem vibratory roller,to achieve,the designed flexural strength,finishing and curing as per clause no. 1500 (Serial no. 6.5) of MORD Databook and direction of the Engineer-in-charge
80
292400
-
Construction of Cell filled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per clause no. 1500 (Serial no. 6.5) of MORD Databook and direction of the Engineer-in-charge
220
1098570
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials,disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
983.43
241825
-
Dismantling PCC work including T&P and scoffinding, sorting the dismentaled materials ,disposal of unserviceble materials and stacking the serviceable material with all leads and lifts etc.complete as per clause no. 202 (Serial no. 2.5) of MORD specification and direction of the Engineer-in-charge
40.59
12550
-
Plain Cement Concrete in (1:3:6) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1202,1203 of MoRD Databook and as per direction of the Engineer-in-Charge.
179.77
782808
-
Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per Clause 802,803,1202,1203 of MoRD Databook and direction of the Engineer-in-charge
471.45
1679964
-
Providing concrete for plain / reinforced concrete in Sub-structure M-15 complete as per Clause 802,803,1202,1203 of MoRD Databook and as per direction of Engineer-in-Charge.
692.89
2469044
-
Plain cement concrete M-20 nominal mix in with crushed stone aggregates of 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per section 1000 and 2300 of MORD specifcation and direction of the Engineer-in-charge
35.23
152242
-
Reinforcement cement concrete M-20 nominal mix with crushed stone aggregates of 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per Clause 802,803,1202,1203 of MoRD Databook and direction of the Engineer-in-charge
-
-
-
(a) Foundation
114.05
502048
-
(b) Sub-structure
43.23
200941
-
(c) Superstructure
99.25
502066
-
(d) Kerb
7.85
39710
-
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 etc complete as per the direction of the Engineer-in-charge
9.54
72630
-
Providing weep holes in brick masonry/stone masonry/ plain/ Reinforced concrete abutment wing wall,return wall,with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clause 614.709,1204.3.7 and as per direction of Engineer-in-charge.
24
5032
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 and as per direction of Engineer-in-Charge.
-
-
-
Foundation
11.41
552096
-
Sub-structure
4.32
209497
-
Superstructure
12.85
634376
-
Skin reinforcement
0.76
37049
-
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD and as per Direction of Engineer-in-Charge.
216
75448
-
Providing and laying reinforced cement concrete pipe NP4 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MORD & as per direction of the Engineer-in-Charge.
-
-
-
900 mm Dia NP4 Single row
5
28510
-
900 mm Dia NP4 Double row
5
57210
-
1000mm dia single row
200
1387220
-
1000mm dia double rows
10
139101
-
Removal of NP3 Hump Pipe following dia meters for pipe culvert as per approved drawing and technical specification as per section 2900 of MORD specification for Road and Bridge work(Latest Revision) & as per direction of the Engineer-in-Charge.
-
-
-
Up to 600 mm dia
157.5
21168
-
Above 600 mm upto 900 mm dia
67.5
12264
-
MAINTENANCE
-
-
-
Routine maintanance after completion of construction works for 1st year
6
324268
-
Routine maintanance after completion of construction works for 2nd year
6
419695
-
Routine maintanance after completion of construction works for 3rd year
6
541614
-
Routine maintanance after completion of construction works for 4th year
6
710860
-
Routine maintanance after completion of construction works for 5th year
6
932092
-
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