Rural Development Department Tender

Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.

Rural Development Department - RDD Tender

Eprocure
Opening Date6 Jun 2018
Closing Date20 Jun 2018
Tender Amount₹ 3,55,00,000 
Notes
Download

Costs

Summary

Construction and Maintenance of road.

Description

Unlock the Tender details for free
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Unlock the Tender details for free
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

BOQ Items

... More
DO_NOT_SHOW

-

-

-

View all details for FREE
... More
Excavation in ordinary rock using Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,transporting to embankment site with a lift upto 1000m,trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per Techinal Specification clause 302.3.5.as per direction of the Engineer-in-charge.

7916.46

379673

47.96

... More
Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302 as per direction of the Engineer-in-charge.

494.78

110123

222.57

... More
Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered as per direction of the Engineer-in-charge.

1385.38

411111

296.75

... More
Excavation in Hard Rock (Requiring blasting) with disposal up to 1000m excavation for roadway in hard rock(required blasting) by drilling,blasting and breaking,trimming of boottom and side slopes in accordance with requirements of lines,grades and cross section,loading and disposal of cut rock with a lift upto 1.5m and leads upto 1000m as per direction of the Engineer-in-charge.

98.96

10357

104.66

... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and as per direction of the Engineer-in-charge.

2025.47

56915

28.1

... More
Construction of granular sub-base by providing Locally available moorum and sand admixture , 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 desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works and as per the direction of the Engineer-in-charge.

6063.39

4107461

677.42

... More
Providing 75mm. compacting thickness metalling with following size of metal including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable berms for premeasurement of hard stone metal of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks,stacked at work site or at approved stacking yard spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks,filling the interstics spreading the same over the metalled surface in required quantities watering,including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles excluding the cost of metal & moorum required for the work etc. complete as per specification & direction of the Engineer-in-Charge (measurement will not be taken for quantity of filler materials, compacted thickness to be measured as 75mm. thick)

-

-

-

... More
W.B.M Grade-II (63mm - 45mm size)

2151.57

4298105

1997.66

... More
W.B.M Grade-III (53mm - 22.4mm size)

1950.75

4050985

2076.63

... More
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 0.60kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works and as per the direction of the Engineer-in-charge.

26010

549331

21.12

... More
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 as per Clause 503 of MoSRT&H Specifications for Road & Bridge works and as per the direction of the Engineer-in-charge.

26010

198456

7.63

... More
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates with batch type hot mix plant and using 60/70 penetration grade of bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per Clause 511 of MoSRT&H Specifications for Road & Bridge works and as per specification and direction of the Engineer-in-charge .

26010

3453867

132.79

... More
Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and 6.80kg.of 60/70 penetration grade of bitumen for 10sqm with 100-120 TPH HMP by transporting the Hot Mix to work site laying with a Mechanical Paver Finisher to the required grade, level and alignment as per Clause No. 513 of MoSRT&H specifications for Road & bridge works and as per specification and direction of the Engineer-in-charge

26010

1320527

50.77

... More
Fine dressing and turffing including transportation of turfs by mechanical means with all lead & lift & placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the engineer-in-charge.

25498

383234

15.03

... More
ROAD APPURTENANCES-Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge.

-

-

-

... More
Ordinar kilometer stone(Precast)

6

10056

1676.15

... More
200 Mtr. Stone(Precast)

30

14319

477.33

... More
5th KM Stone

2

5513

2756.69

... More
Providing & fixing guard stones of R.C.C. M-15 grade guard / boundary post of standard design as per IRC-25 fixed position as per drawing and MoRD Technical Specifications Clause 1700 and as per direction of Engineer-in-charge.

150

77763

518.42

... More
Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.

-

-

-

... More
600 mm equilateral triangle

23

40827

1775.11

... More
600 mm circular

23

39447

1715.1

... More
Providing and fixing of typical MMSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle 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 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700 of MoRD and as per direction of Engineer-in-charge.

1

7987

7987.14

... More
Providing and fixing of typical MMSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.

1

8998

8998

... More
Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge, below bed level.

2205.03

296422

134.43

... More
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 M-30 (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 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

481.95

2501166

5189.68

... More
Filling sand supplying & filling good clean river sand of approved quantity including watering to complete saturation & ramming complete with all leads & lifts including cost,conveyance,royality & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge

257.34

237540

923.06

... More
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.

-

-

-

331.21

1351293

4079.87

... More
Plain/reinforced cement concrete in substructure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge.

-

-

-

737.99

3090067

4187.14

... More
Providing and laying PCC (1:3:6) in foundation as per approved specification and design using 40 mm size crusher broken hard granite aggregates including preparation of form work preparation of mix in mixture machine, laying, compacting by vibrator, finishing and curing with all cost including cost of labour, material, machinaries, cost of transportation, hire charges, royality and taxes etc. complete as per Technical Specification and direction of the Engineer-in-Charge

66.91

275006

4110.09

... More
Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing colar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonery works in head walls and parapets as per Clause 1100 of MORD specification and as per direction of Engineer-in-Charge.

-

-

-

... More
1000mm dia HPC-S/R

172.5

901709

5227.3

... More
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.

159.48

192093

1204.5

... More
RCC of design mix of M-250 grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/ IRC 216/1987/ IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm. sizes & proportion as specified in clause-302.6.2 of IRC 21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting,lowering &

-

-

-

... More
laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalities and all other taxes of all materials all labour T&P machinaries etc. requires for the work including dewatering if necessary, complete in all respects as per direction of the E.I.C. but excluding cost, convetance of tor steel & bindingwire & labour charges for straighthening, cutting, bending, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.)

-

-

-

71.56

369301

5160.73

... More
Deck slab

71.56

483186

6752.18

... More
Haunch ,rib&wing wall

46.08

288335

6257.29

... More
Construction of RCC railing of M 25 grade in cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical railing post not to exceed 1 in 500 ,centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications as per direction of Engineer-In-Charge

53

89063

1680.44

... More
Providing RCC M-30 casting in wearing coat including cost conveyance royality & taxes of all materialscost of all labour T&P etc. complete as per direction of the Engineer-in-charge.

11.92

61705

5176.65

... More
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)

149.9

983745

6562.68

... More
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.

322

32570

101.15

... More
Providing and laying of Filter Media with stone crushed aggregate of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size

25.86

42030

1625.31

... More
Part-II for Maintenance-Restoration of Rain Cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original allignment, level and slopes as per drawings and Technical specification Clause 1902 and as per direction of Engineer in charge.

-

-

-

... More
1st Year

673.2

151119

224.48

... More
2nd Year

1189.19

266949

224.48

... More
3rd Year

1914.79

429832

224.48

... More
Maintenance of Earthen shoulder (filling with fresh selected soil)-Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 and as per direction of Engineer in charge.

-

-

-

... More
1st Year

2040

62403

30.59

... More
2nd Year

2448

74884

30.59

... More
3rd Year

4488

137287

30.59

... More
Stripping of excess soil from shoulder surface to achive the approaved level and comacting with plate compactor at OMC as per drawing and Technical specifications Clause 1903.and as per direction of Engineer in charge

-

-

-

... More
1st Year

2040

23337

11.44

... More
2nd Year

2448

28005

11.44

... More
3rd Year

4488

51342

11.44

... More
Maintence of bituminous surface Road-Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type C as per drawing and Technical specifications Clauses 1904 & 500and as per direction of Engineer in charge.

-

-

-

... More
1st Year

34.68

7190

207.35

... More
2nd Year

69.36

14381

207.35

... More
3rd Year

312.12

64718

207.35

... More
Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1915 and as per direction of Engineer in charge.

-

-

-

... More
1st Year

68

5862

86.21

... More
2nd Year

68

5862

86.21

... More
3rd Year

68

5862

86.21

... More
Cutting of branches of shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1915 and as per direction of Engineer in charge.

-

-

-

... More
1st Year

272

1476

5.43

... More
2nd Year

272

1476

5.43

... More
3rd Year

272

1476

5.43

... More
Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per technical specification clause 1915 and as per direction of Engineer in charge.

-

-

-

... More
1st Year

2346

4246

1.81

... More
2nd Year

2815.2

5095

1.81

... More
3rd Year

3284.4

5944

1.81



Evaluation Notes How It Works ?

Potential Partner

Select Your Requirements
Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.