Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73320_13Bid Award Id
ViewTender No
CCE-BLS-NCB-306Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Mechanical carriage with lead upto 2000 m
12597.89
-
140.1
Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge.
900
-
3.6
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 as per Technical Specification Clause 309 of MORD etc. complete as per direction of the Engineer-in-Charge
1296
-
19.2
Providing & laying bituminous macadum with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
827.46
-
7000.05
Providing & laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hours using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and fillter, transporting the bot 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 MoRT&H Specifications complete in all respection.
401.91
-
9497.64
Granular sub-base/base/surface course with admixture of sand and moorum (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.etc. complete as per direction of the Engineer-in-Charge
1505.17
-
1903.6
Construction of hard earth shoulders having CBR more than 5 with approved material obtained from borrow pits with all lift & all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 as per Technical specification Clause 303.1.
504.36
-
805.7
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MORD by manual means etc. complete as per direction of the Engineer-in-Charge.
-
-
-
i) Grading No.-2
584.62
-
1947.7
ii) Grading No.-3
481.34
-
2004.8
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD for low porosity surface. etc. complete as per direction of the Engineer-in-Charge.
16076.48
-
36.4
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD.etc. complete as per direction of the Engineer-in-Charge
16076.48
-
26
i) Without dewatering
2215.24
-
188.8
ii) With dewatering
346.92
-
253.1
Backfilling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 &1108 of MORD etc. complete as per direction of the Engineer-in-Charge
311.52
-
853.3
Plain Cement Concrete M10 using 40mm and down graded stone aggregate in levelling course below open foundation as per drawings & Technical Specification Clause 802,803, 1109,1202,1203 etc. complete as per direction of the Engineer-in-Charge
82.61
-
4706.4
Dismantling Prestressed / RCC grade M-20 & above incl. disposal of unserviceable material & stacking serviceable material etc. as per item no. 6 of A/R page-197.as per direction of the Engineer-in-Charge
4.8
-
1218.4
Dismetalling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, sorting the dismentalled material, disposal of unserviceable material and stacking the serviciable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.1.Reinforce Cement Concrete
72
-
646.4
Plain Cement Concrete M15 using 40mm and down graded stone aggregate in levelling course below open foundation as per drawings & Technical Specification Clause 802,803, 1109, 1202, 1203 etc. complete as per direction of the Engineer-in-Charge
-
-
-
Foundation
321.74
-
4255.1
Sub-structure
175.05
-
5546.9
Providing R.C.C. M-25 in superstructure grade using 20mm & down graded size h.g. chips of approved quality including hoisting laying concrete with rigid smooth centering / shuttering, necessary scaffolding, cost & conveyance of materials, labour, royalty, taxes, curing but excluding cost of reinforcement etc.complete as per direction of the Engineer-in-charge.
-
-
-
Foundation
7.77
-
5409.6
Sub-structure
11.57
-
6817.6
Super Structure
8.21
-
6498
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 direction of the Engineer-in-Charge.
1.66
-
5262.2
Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
23.89
-
9041.3
Providing and laying reinforced cement concrete pipe NP3 for culverts on concrete bedding 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 etc. complete as per direction of the Engineer-in-Charge.
-
-
-
a)300 mm dia
37.5
-
1297.2
b.)600 mm dia
105
-
2697.9
b.)1000 mm dia
37.5
-
6209
Construction of un-reinforced, plain 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 25 mm, 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 formwork 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,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification specification.
419.99
-
5451.5
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 of MORD etc. complete as per direction of the Engineer-in-Charge
-
-
-
a) Revetment
12.96
-
1758.6
Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
198.93
-
1410
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per section 600,700&1200 of MORD etc. complete as per direction of the Engineer-in-Charge.
167.4
-
174.8
Painting on concrete surface with two coats of weather coat paint to unplastered concrete surface after clearing the surface etc. complete as per direction of the Engineer-in-charge.
207.72
-
311.3
Providing & fixing RCC guard post of M-15 grade Concrete of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 of MORD etc. complete as per direction of the Engineer-in-Charge.
138
-
580.8
Providing and fixing of MMSY Citizen's information board as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat Iron frame of both plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing border etc. will be painted with ready mixed synthetic enamel paint of ( framed post & steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 etc. complete as per direction of the Engineer-in-Charge
3
-
16699.6
Supplying & fixing of logo of size 600x600mm for MMSY work made out of M.S.angle of 40x40x5mm size with CR sheet of 2.5mm thick & M.S.Flat bracing of 32x6mm size including 3 coat of painting as per colour specification provided in the drawing including cost, conveyance,royalty & taxes of all materials labour T&P required for the work etc. complete as per direction of the Engineer-in-charge.
20
-
2764.7
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.etc. complete as per direction of the Engineer-in-Charge
-
-
-
ii) Ordinary kilometer stone
7
-
2262
iii) 200 m Stone
22
-
647.4
Maintenance Cost of Projects Road for the 1st Year
5.35
-
24074.77
Maintenance Cost of Projects Road for the 2nd Year
5.35
-
36112.15
Maintenance Cost of Projects Road for the 3rd Year
5.35
-
48149.53
Maintenance Cost of Projects Road for the 4rth Year
5.35
-
60186.92
Maintenance Cost of Projects Road for the 5th Year
5.35
-
72224.3
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