Rural Development Department Tender
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Technical
Technical
Financial
Class Of Bidder
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B class and above, as well as C and D class contractors.
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas is 1% of the estimated contract value (ECV). The formula for calculating the bid security is: Bid Security = 1% of ECV. Additionally, the bid security can also be mentioned in the bid document, in which case the bidder shall furnish the amount mentioned under NIT/Contract Data. The estimated contract value (ECV) ranges from Rs. 244.50 Lakhs to Rs. 546.06 Lakhs. Therefore, the bid security can be calculated as: Bid Security = 1% of (Rs. 244.50 Lakhs to Rs. 546.06 Lakhs) = Rs. 2.44 Lakhs to Rs. 5.46 Lakhs. However, the bid capacity required is also related to the Assessed Available Bid Capacity which is calculated as: 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 (updated to the current price level) 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. The bid capacity required also includes the specified equipment quantities as mentioned in SCHEDULE-B. For Road works with PMC & Seal Coat, the required equipment and their quantities are:
1. Hot Mix Plant (Double drum) - 1
2. Vibrator Roller - 1
3. Power Road Roller - 2
4. Hydraulic Excavator - 1
5. Concrete Mixture - 2
6. Water Tanker - 1
7. Needle Vibrator - 1
8. Plate Vibrator - 1
9. Concrete Joint Cutting Machine - 1
10. Tipper - 2 For road works with WMM, BM & SDBC, the required equipment and their quantities are:
1. Hot Mix Plant (minimum 40-60 TPH) - 1
2. Paver Finisher - 1
3. Tandem Roller - 1
4. Vibrator Roller - 1
5. Power Road Roller - 1
6. Hydraulic Excavator - 1
7. Concrete Mixture - 2
8. Water Tanker - 1
9. Needle Vibrator - 1
10. Plate Vibrator - 1
11. Concrete Joint Cutting Machine - 1
12. Tipper - 2 Additionally, the bid capacity required is related to the Additional Performance Security which is determined based on the bid amount and the estimated cost put to tender. The formulas for calculating the Additional Performance Security are as follows: - If the bid amount is below 5% less than the estimated cost put to tender: No Additional Performance Security
- If the bid amount is from 5% and above and below 10% less than the estimated cost put to tender: 50% of (Difference between estimated cost put to tender and bid amount)
- If the bid amount is from 10% and above less than the estimated cost put to tender: 150% of (Difference between estimated cost put to tender and bid amount)
Technical Capacity
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The required prior work experience for the bidder includes having completed works of similar type and magnitude. 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 10 percent per year escalation factor. Additionally, the bidder must provide a list of projects executed that are similar in nature to the work, as well as the value of existing commitments and ongoing works till the stipulated period of completion. The bid capacity is specified as the total value of Civil Engineering construction work performed in the last five years, with a certificate from a Chartered Accountant. However, specific values and percentages of similar works completed are not mentioned, except that details are to be filled in Format-I, which likely requires information on the value and percentage of similar works completed. A minimum annual turnover is also required to be furnished.
Costs
EMD
₹ 4,90,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement To Lochapada Pwd Road To Saktinagar, Via Sri Rama Nagar, Mera Sahi, Bada Sahi, Sana Sahi, Biswakarma Sahi, Ramakrushna Nagar, Manjari Nagar Road In The District Of Ganjam Under Mmsy-improvement To Existing Rd Road For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_111141_2Tender No
Online Tender/30-2024-25/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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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.
786.6
1064
837422.23
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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
1353.33
5303
7177006.72
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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.
255.75
2226
569450.39
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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
179.8
1535
276073.91
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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.
313.04
6451
2019508.69
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Providing, laying and fixing of factory made chamfered "Interlocking Concrete Paver Blocks" of M-40 grade & 80mm thick of approved shades confirmed to IS:15658-2006 specification over compacted sand bed course of 40mm laid over the properly graded and finished WBM using sand of gradation confirming to Clause-4.4 & 6.5.1 of IRC:SP-63-2004 with uniform moisture content of 6 to 8 per cent (the sand should not be too wet nor too dry) and spread with the help of screed boares and compacted by Plate Vibrator weighing 0.60tonne or more to acheive a compacted thickness of 40mm & local correction, if any required is to be done either by adding or removing the sand followed by further levelling and compacting and filling the gaps between paver blocks (about 3 to 4mm) with dry sand by brooming (the gradation of the filling dry sand should be as per clauses-6.5.2 of IRC:SP:63-2004) 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.
17809.2
644
11477495.12
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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.
240.11
270
65043.4
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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.
33.62
1064
35792.19
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge.
51.97
638
33158.42
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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
36.12
5303
191552.31
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In substructure
249.96
5445
1361094.69
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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 (n Foundation)
0.93
5849
5439.6
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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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In Superstructure, (Abutment cap, Dirt wall, Deck slab)
10.96
9207
100909.38
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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.
2.1
86845
182374.77
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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.
5.2
2227
11580.66
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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.
55.6
106
5915.84
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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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600mm dia pipe NP3
40
2656
106274.4
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1000mm dia pipe NP3
17.5
6102
106785.88
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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.
16
937
14999.2
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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.
4321.44
270
1170634.88
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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.
720.24
1064
766774.71
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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
720.24
5303
3819591.17
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In substructure
172.8
5445
940939.2
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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
-
-
-
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In Foundation (Drain bed)
120
5849
701883.6
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In substructure (Drain Wall)
960
5991
5751427.2
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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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Drain Cover Slab
600
6557
3934584
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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.
30
86845
2605353.9
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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.
85.95
106
9145.08
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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
1
3999
3999.2
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2) Ordinary Kilometer stone
4
2379
9518.96
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3) 200 mtr Stone
16
700
11213.76
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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
40
2019
80779.2
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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)
14
3160
44246.44
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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
11678
23356.64
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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
27923
27923.98
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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
17958
53876.64
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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.
470
937
440601.5
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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
-
-
-
... More
1st year
420
43
18328.8
... More
2nd year
435
43
18983.4
... More
3rd year
450
43
19638
... More
4th Year
465
43
20292.6
... More
5th Year
510
43
22256.4
... 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
510
20
10623.3
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2nd year
525
20
10935.75
... More
3rd year
540
20
11248.2
... More
4th Year
570
20
11873.1
... More
5th Year
600
20
12498
... 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
241.47
417
100871.68
... More
2nd year
263.18
417
109940.81
... More
3rd year
297.72
417
124369.55
... More
4th Year
346.06
417
144563.1
... More
5th Year
394.68
417
164873.62
... 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
4
1538
6153.28
... More
2nd year
4
1538
6153.28
... More
3rd year
4
1538
6153.28
... More
4th Year
4
1538
6153.28
... More
5th Year
4
1538
6153.28
... More
Maintenance of 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
5
1713
8566.05
... More
2nd year
5
1713
8566.05
... More
3rd year
5
1713
8566.05
... More
4th Year
5
1713
8566.05
... More
5th Year
5
1713
8566.05
... 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
4
886
3547.08
... More
2nd year
4
886
3547.08
... More
3rd year
4
886
3547.08
... More
4th Year
4
886
3547.08
... More
5th Year
4
886
3547.08
... 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
5.2
1690
8791.95
... More
2nd year
5.2
1690
8791.95
... More
3rd year
5.2
1690
8791.95
... More
4th Year
5.2
1690
8791.95
... More
5th Year
5.2
1690
8791.95
... 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
1
176
176.11
... More
2nd year
2
176
352.22
... More
3rd year
4
176
704.44
... More
4th Year
6
176
1056.66
... More
5th Year
8
176
1408.88
... 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
1
10
10.97
... More
2nd year
2
10
21.94
... More
3rd year
2
10
21.94
... More
4th Year
1
10
10.97
... More
5th Year
2
10
21.94
... 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
440
3
1610.4
... More
2nd year
550
3
2013
... More
3rd year
660
3
2415.6
... More
4th Year
704
3
2576.64
... More
5th Year
770
3
2818.2
... 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
50
35
1771.5
... More
2nd year
50
35
1771.5
... More
3rd year
50
35
1771.5
... More
4th Year
50
35
1771.5
... More
5th Year
50
35
1771.5
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