Rural Development Department Tender
... More
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Costs
EMD
₹ 8,03,400Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_109521_37Tender No
Online Tender/16-2024-25/BPRTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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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
26640.26
200
5351495.43
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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.
8033.43
50
404402.87
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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.
4926.6
2737
13487306.49
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Construction of Granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table-400-1, 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 including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge
2341.92
2371
5554355.08
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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)
31416
38
1209830.16
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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)
31416
14
440766.48
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Providing and laying bituminous macadam with hot mix plant using crusher aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. 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.
1570.8
8175
12842043.98
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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.
785.4
10408
8174945.86
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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.
11970
31
374301.9
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C.C.ROAD
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.
82.5
2737
225856.13
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Construction of Granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table-400-1, 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 including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge
58
2371
137559.18
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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 including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes & technical specification Clause 1501 and as per direction of Engineer-in-Charge.
99
7324
725092.83
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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.
1188.33
270
321906.71
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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.
242.7
943
228917.07
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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
215.34
6018
1296118.54
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In substructure
976.04
6160
6013362.92
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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
68.94
6622
456539.29
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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
81.58
7315
596822.96
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Rib & Hunches
76.35
9285
708925.02
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In Superstructure, Dirt Wall, Deck Slab
101.86
10162
1035137.99
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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
12.84
7334
94178.58
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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.
28.54
88511
2526123.92
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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.
50.2
2394
120196.37
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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.
313.4
110
34699.65
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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
90
6403
576306
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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.
116.15
2848
330871.86
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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.
72
803
57885.12
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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.
1274
270
345113.86
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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.
191.1
943
180247.43
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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
191.1
6018
1150219.43
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In substructure
1576.58
6160
9713277.85
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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.
394
110
43623.68
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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
4169
8339.98
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2) Ordinary Kilometer stone
5
2494
12471.25
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3) 200 mtr Stone
23
718
16527.57
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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
42
2089
87739.26
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800 X 600 mm Rectangular
2
2224
4448.36
... 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.(Village Board)
4
3251
13007.4
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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
11926
23852.72
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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
25244
25244
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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
23406
70220.19
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes
1326.64
354
470015.29
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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.
300
803
241188
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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
-
-
-
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1st year
245
44
10887.8
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2nd year
319.48
44
14197.69
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3rd year
343
44
15242.92
... More
4th Year
354.76
44
15765.53
... More
5th Year
368.48
44
16375.25
... 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.
-
-
-
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1st year
235.2
20
4899.22
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2nd year
282.24
20
5879.06
... More
3rd year
294
20
6124.02
... More
4th Year
305.76
20
6368.98
... More
5th Year
317.52
20
6613.94
... 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
294
423
124373.76
... More
2nd year
294
423
124373.76
... More
3rd year
294
423
124373.76
... More
4th Year
294
423
124373.76
... More
5th Year
294
423
124373.76
... 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
1286.45
352
453808.1
... More
2nd year
1514.5
352
534255.02
... More
3rd year
1571.66
352
554418.78
... More
4th Year
1628.77
352
574564.91
... More
5th Year
1685.62
352
594619.31
... 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
5.7
1538
8768.42
... More
2nd year
5.7
1538
8768.42
... More
3rd year
5.7
1538
8768.42
... More
4th Year
5.7
1538
8768.42
... More
5th Year
5.7
1538
8768.42
... 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
15
1713
25698.15
... More
2nd year
15
1713
25698.15
... More
3rd year
15
1713
25698.15
... More
4th Year
15
1713
25698.15
... More
5th Year
15
1713
25698.15
... 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
5.7
889
5067.47
... More
2nd year
5.7
889
5067.47
... More
3rd year
5.7
889
5067.47
... More
4th Year
5.7
889
5067.47
... More
5th Year
5.7
889
5067.47
... 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
13.96
1606
22420.04
... More
2nd year
13.96
1606
22420.04
... More
3rd year
13.96
1606
22420.04
... More
4th Year
13.96
1606
22420.04
... More
5th Year
13.96
1606
22420.04
... 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
35
176
6163.85
... More
2nd year
31
176
5459.41
... More
3rd year
23
176
4050.53
... More
4th Year
23
176
4050.53
... More
5th Year
24
176
4226.64
... 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
132
10
1448.04
... More
2nd year
126
10
1382.22
... More
3rd year
80
10
877.6
... More
4th Year
85
10
932.45
... More
5th Year
70
10
767.9
... 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
980
3
3586.8
... More
2nd year
784
3
2869.44
... More
3rd year
980
3
3586.8
... More
4th Year
980
3
3586.8
... More
5th Year
1176
3
4304.16
... 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
180
36
6508.8
... More
2nd year
180
36
6508.8
... More
3rd year
180
36
6508.8
... More
4th Year
180
36
6508.8
... More
5th Year
180
36
6508.8
Evaluation Notes How It Works ?
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