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.
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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
Tender Id
2021_CERWI_73650_14Bid Award Id
ViewTender No
ROAD TENDER ONLINE RWCSBP-31/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 and as per the direction of the Engineer in charge. (All kinds of soil)
4081
-
117.08
... More
Excavation in hilly area by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5m and lead upto 20 m as per Clause 1603.2 and as per the direction of the Engineer in charge.(D.I.Rock not requiring blasting)
1166
-
398.8
... More
Providing compacted granular subbase using gravel or moorum with sand admixture saticifying the P.I. value of good quality including cost, conveyance taxes, royality, cess of all materials and laying, spreading in uniform layers, watering and compacting to the required density complete for finished item of work as per direction of the Engineer in charge
2881.3
-
752.96
... More
Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size (Gr-II) / 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel with sand admixture to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royality, Cess & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
-
-
-
... More
WBM Gr-II
1145.46
-
2276.15
... More
WBM Gr-III
1145.46
-
2350.48
... More
Providing & applying the primer coat with Bitumen Emulsion (SS-1) on prepared Surface of Granular base including cleaning of road Surface & spraying primer at the rate of 0.60kg/sqm using mechanical means as per technical specification Clause-502 of MoRD & as per direction of Engineer-in-Charge.
14906.23
-
26.53
... More
Providing & applying the tack coat with Bitumen Emulsion (RS-1) using emulsion distributor @ 0.30Kg/Sqm on the prepared granular surface treated with primer and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
14906.23
-
9.36
... More
Providing, laying & rolling of the open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 mm aggregates using VG-30 penetration grade bitumen @ 14.6Kg/10Sqm to required line grade & level to serve as wearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per technical specification Clause-506 of MORD by Mannual Means & as per direction of Engineer-in-Charge.
14906.23
-
190.34
... More
Providing & laying 6mm thick precoated seal coat Type-B using 0.06 Cum of 6.7mm size chips as per sieve analysis and 6.8Kg of VG-30 grade bitumen per 10 Sqm. including hire and running chages of PRR, hot mix plant, tar boiler and all other T&P articles by manual means as per technical specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.
14906.23
-
80.65
... More
Fine dressing &Turfing with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per direction of Engineer - in - charge.
5912.28
-
18.69
... More
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
3.4
-
458.84
... More
C.C.ROAD
Earth work in excavation of foundation in hard or gravelly 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 with Cess complete as per specification & direction of the Engineer-in-chargel.
102.9
-
188.79
... More
Providing & laying sand in sub-base in layers not exceeding 225 mm thick water 7 compacting to required density in OMC, with VRR complete with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge
58.8
-
692.52
... More
Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge
44.1
-
5035.33
... 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 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 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, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge.
441
-
6764.34
... More
C.D.WORK
Earth work in excavation of foundation in hard or gravelly 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 with Cess complete as per specification & direction of the Engineer-in-chargel.
1502.63
-
188.79
... More
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
255.33
-
668.98
... More
Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge
-
-
-
... More
In Foundation
346.21
-
4629.02
... More
In substructure
452.42
-
6914
... More
Providing HYSD bars confirming to approved grade including all labours for 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 with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
549.93
-
9030.71
... More
Providing, laying and fixing RCC pipes of NP3 as follows (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royality, taxes, Cess of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.
-
-
-
... More
1000mm dia (Single Row)
37.5
-
6014.03
... More
Supplying , Laying & Fixing 1000mm dia NP4 RCC hume pipe in position for culvert including pointing ends , fixing collars with cement mortar (1:2) including cost conveyance and taxes of hume pipe etc complete.
-
-
-
... More
1000mm dia (Double Row)
60
-
6014.03
... More
Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge.
90.56
-
104.36
... More
Providing filter media in the rear of abutment & wing walls, return wall with 45mm. size clean hand broken granite metal of approved quality from approved quarry as per specification & direction of the Engineer-in-Charge including cost, conveyance royality, Cess & taxes of all materials T&P articles required for the work etc. complete as per direction of Engineer in charge.
198
-
2115.69
... More
Rough stone dry masonry with sand grouted for the walls with hard granite stones as per approved Drawing & Technical Specifications and as per Section -1400 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
160.16
-
2673.72
... More
R.C.C. M-20 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MORD Specifications for Road & Bridge works (Latest Revision).
-
-
-
... More
In Foundation
264.85
-
5448.65
... More
In substructure
176.32
-
7589.71
... More
Deck slab
136.25
-
6219.65
... More
Road Kerb / Dirt Wall / Wing wall
78.49
-
8348.27
... More
R.C.C. M-30 grade in Railing of Culvert / Bridge for rails panel in 2 ties as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
77.4
-
2246.32
... More
Cement painting two coats over a coat of cement wash of approved shade for finished item of work as per the direction of the Engineer-in-charge.
164.48
-
41.06
... More
Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
32.9
-
197.57
... More
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).
19.01
-
6560.89
... More
PROTECTION WORK & C.C.Drain
Earth work in excavation of foundation in hard or gravelly 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 with Cess complete as per specification & direction of the Engineer-in-chargel.
449.49
-
188.79
... More
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
71.65
-
668.98
... More
Providing concrete for plain concrete of (1:3:6) in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
-
-
-
... More
Footing Base
31.24
-
5035.33
... More
wall
298.35
-
5230.55
... More
P.C.C. work of M-15 Grade as per drawing & technical specification including cost of all materials labour T&P etc complete.
-
-
-
... More
Conc. Drain base
13.5
-
4860.99
... More
Conc. Drain wall
18
-
6914
... More
P.C.C. work of M-15 Grade as per drawing & technical specification including cost of all materials labour T&P etc complete.
131.25
-
4860.99
... More
Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge.
85
-
104.36
... More
R.C.C. work of M-20 using 20mm and down graded chips including cost of all materials , labour royalities , cost of carriage etc complete
1.8
-
5843
... More
Supplying fitting and placing uncoated HYSD bar in skin reinforcement complete as per drawing and technical specification etc. complete.
0.9
-
9030.71
... More
ROAD APPURTENANCES
Supplying and fixing of measurement stones of R.C.C. M-15 grade including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD.
-
-
-
... More
1) 5th kilometer stone
1
-
3338.15
... More
2) Ordinary kilometer stone
5
-
2001.23
... More
3) 200 mtr Stone
20
-
598.45
... More
Providing and fixing 15 cm dia and 1 m long guard post of RCC (1:2:4) including cost, conveyance royality, Cess, taxes of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.
149
-
610.45
... More
Providing and fixing typical informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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 1700.1
2
-
6723.51
... More
Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or 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 4 mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm and periphery supporting member of M.S.angle of 50mm x 50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.
-
-
-
... More
900 mm equilateral Triangle. (School Cautionary Sign Board)
15
-
1518.58
... More
Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or 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 4 mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm and periphery supporting member of M.S.angle of 50mm x 50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.
-
-
-
... More
600mm x 450mm rectangular (Village Board)
20
-
1482.51
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or 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 supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1200mmx900mm Rectangle) Main information board (one side)
2
-
11337
... More
ROAD PART ---TOTAL(PART-A)
-
-
-
... More
BRIDGE (PART-B)
-
-
-
... More
Providing & construction of temporary island 16m diametre for construction of well foundation for 8m dia. Wells (As per item no. 2(A) page 261 of S/R'2006
-
-
-
... More
Abutments 7.50 mtr dia
2
-
32157.15
... More
Abutments 7.50 mtr dia
2
-
28141.68
... More
Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
3397.75
-
173.25
... More
Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications.
37.47
-
109283.16
... More
Labour for sinking in all kinds of soil other than rock in lines plumb etc complete.
-
-
-
... More
For 7.50 mtr dia Well
9
-
21263.41
... More
For 6.50 mtr dia Well
8.29
-
17274.4
... More
Construction of 6m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
... More
For 7.50 mtr dia Well
21.08
-
209590.03
... More
For 6.50 mtr dia Well
21.67
-
157425.4
... More
Construction of 6m. Dia R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
... More
For 7.50 mtr dia Well
3
-
422284.19
... More
For 6.50 mtr dia Well
3
-
317182.35
... More
Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
... More
Bottom Plugging
269.49
-
5140.13
... More
Top Plugging
38.81
-
4802.75
... More
Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
... More
WELL CURB
103.4
-
9775.55
... More
WELL STEINING
231.36
-
8686.75
... More
WELL CAP
220.27
-
8533.7
... More
Abutment & Pier Shaft
146.9
-
7399.55
... More
Retaing Wall / Wing Wall
12.46
-
13070.35
... More
Railing & Post
167.32
-
2289.84
... More
Reinforced Cement Concrete M 20 Grade using 20mm down graded chips in superstructure
895.21
-
8273.1
... More
Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure
-
-
-
... More
Abutment & Pier Cap
12.33
-
8554.35
... More
DIRT Wall
13.75
-
9643.15
... More
Superstructure
318.25
-
23021.55
... More
Wearing Coat
47.06
-
6739.7
... More
Approach Slab
17.33
-
6739.7
... More
Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete
1772.86
-
9041
... More
Providing and laying of Filter media with stone crushed aggregates of 45 mm size 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 , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
98.5
-
2148.65
... More
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 Specifications.
83.2
-
139.4
... More
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete
156.93
-
1728.75
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications…
-
-
-
... More
GRANULAR MATERIAL
216
-
697.64
... More
SANDY MATERIAL
1385.4
-
1058.2
... More
Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete.
104
-
843.21
... More
Providing fitting and fixing of expansion joint
30
-
10609.86
... More
Providing Cement Concrete (1:3:6) etc complete
9.21
-
5138.48
... More
Providing ,fitting, fixing neoprene bearing including cost & taxes etc.
307200
-
1.01
... More
Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc.
42
-
43.89
... More
Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .
88
-
92.75
... More
Levelling the hard rock surface under wells for piers, abutments & wing under water
161.36
-
157.81
... More
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
316.52
-
139.5
... More
Routine Maintenance for 1st 5 year
-
-
-
... More
Restoration of rain cuts with soil, 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 alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
... More
1st year Routine Maintenance
65.93
-
290.23
... More
2nd year Routine Maintenance
346.99
-
290.23
... More
3rd year Routine Maintenance
442.41
-
290.23
... More
4th year Routine Maintenance
174.88
-
290.23
... More
5th year Routine Maintenance
210.8
-
290.23
... More
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 MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
138.8
-
35.48
... More
2nd year Routine Maintenance
138.8
-
35.48
... More
3rd year Routine Maintenance
277.59
-
35.48
... More
4th year Routine Maintenance
2342.18
-
35.48
... More
5th year Routine Maintenance
2286.42
-
35.48
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
... More
1st year Routine Maintenance
138.8
-
14.48
... More
2nd year Routine Maintenance
138.8
-
14.48
... More
3rd year Routine Maintenance
277.59
-
14.48
... More
4th year Routine Maintenance
2342.18
-
14.48
... More
5th year Routine Maintenance
2286.42
-
14.48
... More
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
481.82
-
289.68
... More
2nd year Routine Maintenance
392.59
-
289.68
... More
3rd year Routine Maintenance
678.12
-
289.68
... More
4th year Routine Maintenance
817.91
-
289.68
... More
5th year Routine Maintenance
984.27
-
289.68
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
9
-
1297.98
... More
2nd year Routine Maintenance
9
-
1297.98
... More
3rd year Routine Maintenance
9
-
1297.98
... More
4th year Routine Maintenance
9
-
1297.98
... More
5th year Routine Maintenance
9
-
1297.98
... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
4.96
-
1184.82
... More
2nd year Routine Maintenance
4.96
-
1184.82
... More
3rd year Routine Maintenance
4.96
-
1184.82
... More
4th year Routine Maintenance
4.96
-
1184.82
... More
5th year Routine Maintenance
4.96
-
1184.82
... More
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
4.96
-
697.45
... More
2nd year Routine Maintenance
4.96
-
697.45
... More
3rd year Routine Maintenance
4.96
-
697.45
... More
4th year Routine Maintenance
4.96
-
697.45
... More
5th year Routine Maintenance
4.96
-
697.45
... More
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
25
-
125.16
... More
2nd year Routine Maintenance
25
-
125.16
... More
3rd year Routine Maintenance
25
-
125.16
... More
4th year Routine Maintenance
25
-
125.16
... More
5th year Routine Maintenance
25
-
125.16
... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
198
-
7.65
... More
2nd year Routine Maintenance
198
-
7.65
... More
3rd year Routine Maintenance
198
-
7.65
... More
4th year Routine Maintenance
198
-
7.65
... More
5th year Routine Maintenance
198
-
7.65
... More
Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
9
-
2422.89
... More
2nd year Routine Maintenance
9
-
2422.89
... More
3rd year Routine Maintenance
9
-
2422.89
... More
4th year Routine Maintenance
9
-
2422.89
... More
5th year Routine Maintenance
9
-
2422.89
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st year Routine Maintenance
1338.4
-
2.55
... More
2nd year Routine Maintenance
1338.4
-
2.55
... More
3rd year Routine Maintenance
1338.4
-
2.55
... More
4th year Routine Maintenance
1338.4
-
2.55
... More
5th year Routine Maintenance
1338.4
-
2.55
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
75.5
-
27.75
... More
2nd year Routine Maintenance
75.5
-
27.75
... More
3rd year Routine Maintenance
75.5
-
27.75
... More
4th year Routine Maintenance
75.5
-
27.75
... More
5th year Routine Maintenance
75.5
-
27.75
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements