Works Department Tender
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Costs
EMD
₹ 3,76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_EICCL_54804_15Tender No
SENC(R AND B) /20/ 2018-19Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Construction of embankment with approved material obtained from borrow pits with all lead and lifts ,transporting to site by mechanical means with a lead of 5 Kms ,spreading,grading to required slope and compacting to meet requirement of table 300 - 2 and clause 305 of MoSRT & H (Latest revision ).
19429.43
2648036
136.29
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.
21576
536157
24.85
Construction of Granular Sub-Base by providing coarse graded Gr.-IV material, 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 desi
1778.63
3393260
1907.8
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 pave
1778.63
3010491
1692.59
Providing & applying Primer Coat with bitumen emulsion on prepared surfaceof granular base including clearing of road surface and spraying primer @ 0.60Kg/ Sqm using mechanical means as per Clause- 502 of MoSRT&H Specification for Road & Bridge works(Latest revision ).
11857.5
236912
19.98
Providing & applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.30Kg/ Sqm on prepared bituminous surface using mechanical means as per Clause- 503 of MoSRT&H Specification for Road & Bridge works(Latest revision ).
22185
162172
7.31
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
554.63
3703453
6677.34
Construction of un-reinforced dowel jointed plain cement concrete pavement over a prepared sub base with 43 grade cement@400kg per cum, coarse and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a b
393.75
1955559
4966.5
Providing & laying sub-base moorum not exceeding 100mm watering & compacting to OMC density with PRR.
2320
1242499
535.56
Providing & fixing RCC Guard Post/ 5th Km. stone/ Ordinary Km. stone / 200 Mtr. stone along with reinforcement complete as per drawing..... as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect
-
-
-
a) 200 m
28
14128
504.58
b) Ordinary Km stone
7
12638
1805.47
Road Markers/Road Stud with Lense Reflector
500
167335
334.67
Providing and errecting direcction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing.
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-
-
Information signs
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-
-
(i) Facility Information signs (800x600 mm)
20
114290
5714.5
(ii) Directioal/Place indication sign (1200x700 mm)
5.04
54410
10795.8
(iii) Advance direction/Destination/Place identification signs (1800x1200 mm)
12.96
144735
11167.9
(iv) Route marker signs (450x600 mm)
82
328582
4007.1
Cautionary signs triangular 900mm side.
22
102465
4657.5
Mandatory signs
-
-
-
Circular 600 mm dia.
16
65804
4112.8
Octagon 900 mm height.
6
43653
7275.5
Earth work in excavation of foundation of structures in ordinary soils as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with
2858.38
340234
119.03
Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charge.
307.27
231756
754.25
Plain cement concrete M15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Clauses 1500 & 1700
466.63
2138056
4581.91
M20 grade Bed concrete at specified locations as per the schedule mentioned in Drawings and as per the direction of Engineer-in-charge
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-
-
Drain Bed
198
1091027
5510.24
Drain Wall
270
1575390
5834.78
Drain Slab
66
363675
5510.24
Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.
692.3
4399178
6354.44
Cement concrete (M-15) with 40 mm size C.B. Metal of approved quality 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.
105
466963
4447.27
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 an
50
398775
7975.5
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
190.72
407650
2137.43
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 .
40.84
123922
3034.33
RCC M20 grade Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.
317.68
1584562
4987.92
RCC M20 grade Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.
64.24
505182
7863.98
RCC M20 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications.
49.76
340442
6841.7
Construction of RCC railing of M30 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
20.8
36498
1754.73
Rough stone dry packing in Slope approns and revetments over prepared filter media as per Approved Drawing and technical Specification as per section 2500 of MORTH specification for road and bridge works(5thRevision)
109.28
331592
3034.33
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical
485.5
50725
104.48
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (including cost of steel)
9.2
93170
10127.27
Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
43.76
2803
64.07
Drainge spouts compete as per drawing and Technical Specification
16
13238
827.42
P.C.C.M-15 Grade in foundation and 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).
971.25
4716137
4855.74
Providing metal spall backing in the rear side of abutment and wing walls using 5cm size hard granite metal 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 be
55.94
119567
2137.43
Filling foundation and plinth with excavated earth with all lead and lifts and compacting to meet requirement of table 300 - 2 and clause 305 of MoSRT & H (Latest revision ).
673
91723
136.29
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