Rural Development Department Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is "A" Class and "Special" Class as applicable, or equivalent class of contractors of Government of Odisha or of other State Government/Railways/CPWD/MES.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A * N * 2) - B Where: A = Maximum value of Civil Engineering works executed in any one year during the last five years B = Value of current price level of the existing commitments & ongoing works to be completed during the next years N = Number of years prescribed for completion of the works for which the bids are invited.
Technical Capacity
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The required prior work experience for the bidder is a total value of Civil Engineering construction work performed in the last five years, with a certificate from a Chartered Accountant. The bidder should also provide a statement showing the value of existing commitments and ongoing works till the stipulated period of completion. They must have completed works of similar type and magnitude. Regarding the value and percentage of similar works completed, the information provided does not specify any particular amount or percentage. The bidder's experience will be evaluated based on the maximum value of Civil Engineering works executed in any one year during the last five years, updated to the current price level with a rate of inflation of 10 percent per year. The bidder is required to provide a list of projects executed that are similar in nature to the work, but no specific percentage or amount is mentioned. The minimum annual turnover should be furnished, but the exact amount is not provided.
Costs
EMD
₹ 8,06,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_112318_3Bid Award Id
ViewTender No
Online Tender/40-2024-25/BPRTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation for roadway in hard rock (blasting prohibited) by Mechanical Means with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections by mechanical means as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge.
7051
406
2864045.69
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Excavation for roadway in ordinary soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge.
32904.68
85
2827170.11
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Construction of embankment with approved material obtained from borrow pits 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 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only
35954.58
200
7222556.03
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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, additional charges, DMF 10% & EMF 5% over 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.
168.75
1165
196652.81
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge.
36052.68
50
1814891.91
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Providing cement concerete (1:2:4) nominal mix using 12mm size crusher broken hard granite chips of approved quality obtained from approved quarry including lowering, hoisting & laying in layers not exceeding 150 mm thick each compaction with vibrator, watering and curing for 28 days, centering, shuttering, dewatering if necessary and finishing the exposed surface smooth providing groves and beads where necessary including cost, conveyance royalty, Cess & other taxes of all materials, labour hire charges of all T&P machineries required for the work complete in all respect as per specification and direction of EIC.
253.13
7887
1996438.84
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406 with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-In-Charge.
1479.74
2421
3583353.18
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Providing compacted granular subbase using gravel or moorum with sand admixture saticifying the P.I. value of good quality including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty 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
1590.44
923
1468341.92
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Supplying & filling moorum of approved quality including watering for complete saturation & ramming complete with all leads & lift including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge
1918.35
861
1652102.2
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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 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. (By Mechanical Mean)
8415
37
314552.7
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean)
38515.46
13
526506.34
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of speficied grading premixed with bituminous binder of VG-30 penetration grade of bitumen , 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for Road & Bridge works and all other T&P articles including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge
962.89
10279
9898191.45
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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.
6600
31
206382
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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.
1087.86
270
294690.4
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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, additional charges, DMF 10% & EMF 5% over 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.
335.33
1165
390776.82
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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, additional charges, DMF 10% & EMF 5% over royalty 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
-
-
-
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In Foundation
268.67
5670
1523525.48
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In substructure
979.66
5812
5694430.5
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Providing Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 20mm 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, additional charges, DMF 10% & EMF 5% over royalty , 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
25.05
6246
156472.57
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Providing RCC of design mix of M-250 grade of controlled qulity having cube 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 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers 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 royalties, additional charges, DMF 10% & EMF 5% over royalty , Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge.
-
-
-
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Raft
27.08
6917
187324.28
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Rib & Hunches
30.34
8886
269626.73
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In Superstructure, Dirt Wall, Deck Slab
50.95
9763
497475.29
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Providing RCC of design mix of M-300 grade of controlled qulity having cube strength of 300kg./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 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layerscompacting 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 royalties, additional charges, DMF 10% & EMF 5% over royalty Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. but excluding cost, conveyance, all taxes of M.S./ TS Rod required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge.
-
-
-
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Wearing course
8.32
6935
57699.45
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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.
126.25
8903
1124087.08
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Construction of Precast R.C.C. railing of M25 grade aggregate size not exceeding 12mm true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre- to centre spacing between vertical posts not to exceed 2000mm leaving adequate space between vertical posts for expansion as per approved drawing and technical specification including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty , Cess of all materials and as per direction of Engineer-in-Charge.
29.6
2688
79590.55
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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.
170.4
110
18907.58
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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.
-
-
-
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1000mm dia pipe NP3
67.5
7381
498228.3
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1200mm dia pipe NP3
60
9191
551465.4
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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, additional charges, DMF 10% & EMF 5% over royalty Cess & taxes of all materials T&P articles required for the work etc. complete as per direction of Engineer in charge.
129.78
2463
319740.28
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Providing Rough stone dry packing/ pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of 30 cm and above size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royality, DMF (10% of royalty), EMF (5% of royalty), additional charges, Cess of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level etc. complete in all respect (the weight of each stone shall not be less than 40 kg) as per direction of the Engineer – in – charge including dewatering if required.
48.54
2032
98657.06
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RETAINING WALL / TOE WALL / 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.
3409.28
270
923539.86
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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, additional charges, DMF 10% & EMF 5% over 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.
515.45
1165
600679.66
... 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, additional charges, DMF 10% & EMF 5% over royalty 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
-
-
-
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In Foundation
656.87
5670
3724860.16
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In substructure
2596.58
5812
15093036.7
... More
Providing Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 20mm 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, additional charges, DMF 10% & EMF 5% over royalty , 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
56.1
6246
350423.6
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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.
203.18
8903
1809045.64
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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.
573.8
110
63668.85
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Dry stone masonry or rouggh stone dry masonry for guard walls and retaining walls with hard granite stones complete with royalty, DMF (10% of royalty), EMF (5% of royalty), additional charges, Cess etc. as per technical specification and direction of Engineer in charge.
2029.5
1413
2869570.94
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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.
-
-
-
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1) 5th Kilometer Stone
2
4052
8105.7
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2) Ordinary Kilometer stone
9
2413
21719.79
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3) 200 mtr Stone
40
705
28208
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
-
-
-
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600 mm equlaterial triangle
30
2050
61519.2
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600 mm Circular
30
2103
63108.6
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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.(Village Board)
10
3200
32006.6
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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 1700.1 and as per the direction of the Engineer in charge
2
11890
23780.18
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Providing and fixing Asset Board with 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.
(1800mmx1200mm Rectangle) (Asset Board) (One side)
1
25181
25181
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Providing and fixing of typical Citizen Informatory sign board with Logo as per MoRD specification and drawing. Two nos MS Plate 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 plates with be welded to 2 Nos. 75mm x 75mm 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 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 1700.00
3
23232
69698.19
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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.
421
724
305094.49
... More
MAINTENANCE
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 of MoRD and as per the direction of the Engineer in charge
-
-
-
... More
1st year
136.35
44
6059.39
... More
2nd year
181.35
44
8059.19
... More
3rd year
227.7
44
10118.99
... More
4th Year
272.7
44
12118.79
... More
5th Year
317.7
44
14118.59
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per MORD Techinical Specification Cluase 1903 & direction of Engineer-in-charge.
-
-
-
... More
1st year
136.35
20
2840.17
... More
2nd year
181.35
20
3777.52
... More
3rd year
227.7
20
4742.99
... More
4th Year
272.7
20
5680.34
... More
5th Year
317.7
20
6617.69
... More
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 alignment, level and slopes as per drawings and technical specifications Clause 1902 of MoRD by manual means and as per the direction of the Engineer in charge
-
-
-
... More
1st year
40.91
423
17306.57
... More
2nd year
54.41
423
23017.61
... More
3rd year
68.32
423
28902.09
... More
4th Year
81.82
423
34613.13
... More
5th Year
95.32
423
40324.17
... More
Maintenance of Bituminous surface road. Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 25 mm thick SDBC as per clause No. 508 of MoRD and as per the direction of the Engineer in charge
-
-
-
... More
1st year
972.02
344
334491.52
... More
2nd year
1359.58
344
467858.67
... More
3rd year
1756.83
344
604560.34
... More
4th Year
2173.45
344
747927.61
... More
5th Year
2561.03
344
881301.64
... 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 & direction of Engineer-in-charge.
-
-
-
... More
1st year
10.1
1538
15537.03
... More
2nd year
10.1
1538
15537.03
... More
3rd year
10.1
1538
15537.03
... More
4th Year
10.1
1538
15537.03
... More
5th Year
10.1
1538
15537.03
... 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 & direction of Engineer-in-charge.
-
-
-
... More
1st year
19
1713
32550.99
... More
2nd year
19
1713
32550.99
... More
3rd year
19
1713
32550.99
... More
4th Year
19
1713
32550.99
... More
5th Year
19
1713
32550.99
... More
Maintenance of 200 metre & km stone by way of refixing 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 & direction of Engineer-
-
-
-
... More
1st year
10.1
889
8979.2
... More
2nd year
10.1
889
8979.2
... More
3rd year
10.1
889
8979.2
... More
4th Year
10.1
889
8979.2
... More
5th Year
10.1
889
8979.2
... More
Maintenance and repair of RCC railing to bring it to the original shape with cleaning and repainting as per drawings and technical specifications clause No 1911 as per direction of Engineer in charge.
-
-
-
... More
1st year
4.93
1757
8664.57
... More
2nd year
4.93
1757
8664.57
... More
3rd year
4.93
1757
8664.57
... More
4th Year
4.93
1757
8664.57
... More
5th Year
4.93
1757
8664.57
... 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 & direction of Engineer-in-charge.
-
-
-
... More
1st year
101
176
17787.11
... More
2nd year
134
176
23598.74
... More
3rd year
169
176
29762.59
... More
4th Year
202
176
35574.22
... More
5th Year
235
176
41385.85
... More
Cutting of shurbs from the roadways or within ROW including clearing away from site etc complete as per drawing & MORD Techinical Specification Cluase 1914 & direction of Engineer-in-charge.
-
-
-
... More
1st year
404
10
4431.88
... More
2nd year
537
10
5890.89
... More
3rd year
675
10
7404.75
... More
4th Year
808
10
8863.76
... More
5th Year
941
10
10322.77
... More
Triming of grass & weeds from the roadways or with ROW including clearing away from site etc complete as per drawing & MORD techinical specification Cluase 1914 & direction of Engineer-in-charge.
-
-
-
... More
1st year
227.25
3
831.74
... More
2nd year
302.24
3
1106.2
... More
3rd year
379.51
3
1389.01
... More
4th Year
454.5
3
1663.47
... More
5th Year
529.49
3
1937.93
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 of MoRD & direction of Engineer-in-charge.
-
-
-
... More
1st year
365.23
36
13206.72
... More
2nd year
365.23
36
13206.72
... More
3rd year
365.23
36
13206.72
... More
4th Year
365.23
36
13206.72
... More
5th Year
365.23
36
13206.72
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