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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance | -14.99% | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.6 CrAdmitted-Finance AT BORIA P O KESINGA P S KESINGA DIST KALAHANDI ODISHA PIN 766012 | KESINGA | KALAHANDI | ODISHA | 766012 | -14.99% | ₹3.6 Cr | L1 | Admitted-Finance |
| 3 | L1₹3.6 CrAdmitted-Finance | -14.99% | ₹3.6 Cr | L1 | Admitted-Finance |
| 4 | L1₹3.6 CrAdmitted-Finance | -14.99% | ₹3.6 Cr | L1 | Admitted-Finance |
| 5 | L1₹3.6 CrAdmitted-Finance | -14.99% | ₹3.6 Cr | L1 | Admitted-Finance |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
29 Dec 2025, 5:30 pmClosed
Chief Construction Engineer, R.W.Circle, BAM,
O/O Chief Construction Engineer, RWC, BAM Near Income Tax Office Ambapua-11
Improvement to Chakatentuli Dherendi via Podabadi and Talapada road in the District of Ganjam under MMSY-Improvement to Existing RD Road for the year 2025-26.
2025_CERWI_123485_2
Online Tender/44-2025-26/BPR
National Competitive Bid
Civil Works - Roads
210 days
Ganjam
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.3 L
Yes
8 Jun 2026
18 Dec 2025
30 Dec 2025
18 Dec 2025
29 Dec 2025
18 Dec 2025
18 Dec 2025 - 26 Dec 2025
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Chief Construction Engineer, R.W.Circle, Berhampur
Name of Work: Improvement to Chakatentuli Dherendi via Podabadi and Talapada road in the District of Ganjam under MMSY-Improvement to Existing RD Road for the year 2025-26
Contract No: Tender Online/44-2025-26/BPR
BASIC RATE In Figures To be entered by the Bidder Rs. P TOTAL AMOUNT TOTAL AMOUNT In Words
1 B.T. ROAD Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer-in-charge. 1 15350 One Sqm 8.44 Excess(+) Full Conversion
2 Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4 and as per direction of the Engineer-in-Charge 2 7428.75 One Sqm 6.03 Excess(+) Full Conversion 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
3 Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface. 3 10612.5 One Sqm 14.04 Excess(+) Full Conversion
4 Excavation for roadway in 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. 4 1740.45 One Cum 74.79 Excess(+) Full Conversion
5 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 5 10379.75 One Cum 201 Excess(+) Full Conversion
6 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. 6 3988.84 One Cum 50.4 Excess(+) Full Conversion
7 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. 7 2489.7 One Cum 2351.47 Excess(+) Full Conversion
8 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 8 1183.51 One Cum 1658.59 Excess(+) Full Conversion
9 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) 9 15876.3 One Sqm 35.63 Excess(+) Full Conversion
10 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) 10 15876.3 One Sqm 12.99 Excess(+) Full Conversion
11 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. 11 793.82 One Cum 7423.06 Excess(+) Full Conversion
12 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. 12 396.91 One Cum 9353.31 Excess(+) Full Conversion
13 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. 13 2971.5 One Sqm 28.61 Excess(+) Full Conversion
14 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. 14 134.64 One Cum 2351.47 Excess(+) Full Conversion
15 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 15 141.98 One Cum 1658.59 Excess(+) Full Conversion
16 16 242.35 One Cum 6549.8 Excess(+) Full Conversion
17 C.D.WORK Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge. 17 One Cum 276.89 Excess(+) Full Conversion
18 18 One Cum 671.54 Excess(+) Full Conversion
19 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 19
19.1 20 One Cum 5356.66 Excess(+) Full Conversion
19.2 In substructure 21 One Cum 5498.69 Excess(+) Full Conversion
20 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. 22
20.1 600mm dia pipe NP3 23 40 One Rmt 2847.44 Excess(+) Full Conversion
20.2 1000mm dia pipe NP3 24 60 One Rmt 6419.69 Excess(+) Full Conversion
21 RETAINING WALL / TOE WALL / C.C.DRAIN Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge. 25 One Cum 276.89 Excess(+) Full Conversion
22 26 One Cum 671.54 Excess(+) Full Conversion
23 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 27
23.1 28 One Cum 5356.66 Excess(+) Full Conversion
23.2 In substructure 29 One Cum 5498.69 Excess(+) Full Conversion
24 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 30
24.1 In Foundation (Drain bed) 31 7.13 One Cum 5934.63 Excess(+) Full Conversion
24.2 In substructure (Drain Wall) 32 68.4 One Cum 6076.67 Excess(+) Full Conversion
25 33 One Rmt 106.38 Excess(+) Full Conversion
26.1 1) 5th Kilometer Stone 35 1 One No 4037.52 Excess(+) Full Conversion
26.2 2) Ordinary Kilometer stone 36 4 One No 2402.99 Excess(+) Full Conversion
26.3 3) 200 mtr Stone 37 12 One No 705.07 Excess(+) Full Conversion
27.1 600 mm equlaterial triangle 39 14 One No 2007.32 Excess(+) Full Conversion
27.2 800 mm x 600mm rectangular 40 6 One No 2161.78 Excess(+) Full Conversion
28 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) 41 4 One No 3142.42 Excess(+) Full Conversion
29 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 42 2 One No 11643.56 Excess(+) Full Conversion
30 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) 43 1 One No 27748.83 Excess(+) Full Conversion
31 44 2 One No 18087.93 Excess(+) Full Conversion
32 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 45 660.33 One Sqm 422.94 Excess(+) Full Conversion
33 46 108 One No 941.14 Excess(+) Full Conversion
34 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 47
1st year 48 350 Sqm 44.25 Excess(+) Full Conversion
2nd year 49 420 Sqm 44.25 Excess(+) Full Conversion
3rd year 50 490 Sqm 44.25 Excess(+) Full Conversion
4th Year 51 560 Sqm 44.25 Excess(+) Full Conversion
5th Year 52 630 Sqm 44.25 Excess(+) Full Conversion
35 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. 53
1st year 54 84.9 Sqm 21.13 Excess(+) Full Conversion
2nd year 55 110.37 Sqm 21.13 Excess(+) Full Conversion
3rd year 56 110.37 Sqm 21.13 Excess(+) Full Conversion
4th Year 57 135.84 Sqm 21.13 Excess(+) Full Conversion
5th Year 58 152.82 Sqm 21.13 Excess(+) Full Conversion
36 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 59
1st year 60 140 Cum 424.99 Excess(+) Full Conversion
2nd year 61 168 Cum 424.99 Excess(+) Full Conversion
3rd year 62 196 Cum 424.99 Excess(+) Full Conversion
4th Year 63 224 Cum 424.99 Excess(+) Full Conversion
5th Year 64 252 Cum 424.99 Excess(+) Full Conversion
37 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 65
1st year 66 366.45 Sqm 368.23 Excess(+) Full Conversion
2nd year 67 510.36 Sqm 368.23 Excess(+) Full Conversion
3rd year 68 677.06 Sqm 368.23 Excess(+) Full Conversion
4th Year 69 846.85 Sqm 368.23 Excess(+) Full Conversion
5th Year 70 1055.65 Sqm 368.23 Excess(+) Full Conversion
38 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. 71
1st year 72 3.07 Km 1564.06 Excess(+) Full Conversion
2nd year 73 3.07 Km 1564.06 Excess(+) Full Conversion
3rd year 74 3.07 Km 1564.06 Excess(+) Full Conversion
4th Year 75 3.07 Km 1564.06 Excess(+) Full Conversion
5th Year 76 3.07 Km 1564.06 Excess(+) Full Conversion
39 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. 77
1st year 78 10 No 1742.25 Excess(+) Full Conversion
2nd year 79 10 No 1742.25 Excess(+) Full Conversion
3rd year 80 10 No 1742.25 Excess(+) Full Conversion
4th Year 81 10 No 1742.25 Excess(+) Full Conversion
5th Year 82 10 No 1742.25 Excess(+) Full Conversion
40 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- 83
1st year 84 3.07 Km 899.76 Excess(+) Full Conversion
2nd year 85 3.07 Km 899.76 Excess(+) Full Conversion
3rd year 86 3.07 Km 899.76 Excess(+) Full Conversion
4th Year 87 3.07 Km 899.76 Excess(+) Full Conversion
5th Year 88 3.07 Km 899.76 Excess(+) Full Conversion
41 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. 89
1st year 90 30 No 179.74 Excess(+) Full Conversion
2nd year 91 33 No 179.74 Excess(+) Full Conversion
3rd year 92 32 No 179.74 Excess(+) Full Conversion
4th Year 93 31 No 179.74 Excess(+) Full Conversion
5th Year 94 34 No 179.74 Excess(+) Full Conversion
42 섀ࠀ畃瑴湩漠猠畨扲牦浯琠敨爠慯睤祡牯眠瑩楨佒 95
1st year 96 60 No 11.21 Excess(+) Full Conversion
2nd year 97 65 No 11.21 Excess(+) Full Conversion
3rd year 98 64 No 11.21 Excess(+) Full Conversion
4th Year 99 66 No 11.21 Excess(+) Full Conversion
5th Year 100 70 No 11.21 Excess(+) Full Conversion
43 挠敬牡湩睡祡映潲楳整攠捴挠浯汰瑥獡瀠牥搠慲楷杮☠䴠剏⁄敔档湩捩污匠数楣楦慣楴湯䌠畬獡㤱㐱☠†楤敲瑣潩景䔠杮湩敥湩挭慨杲!ÄĈ吀楲業杮漠牧獡…敷摥映潲桴潲摡慷獹漠楷桴删坏椠据畬楤杮挠敬牡湩睡祡映潲楳整攠捴挠浯汰瑥獡瀠牥搠慲楷杮☠䴠剏⁄整档湩捩污猠数楣楦慣楴湯䌠畬獡㤱㐱☠搠物捥楴湯漠湅楧敮牥椭档牡敧ᠮ℀쬀ࠀ桗瑩慷桳湩睴潣瑡湯瀠牡灡瑥眠污獬愠摮琠敲牴湵獫椠据畬楤杮瀠敲慰慲楴湯漠畳晲捡祢挠敬湡湩捳慲楰杮攠捴獡瀠牥琠捥湨捩污猠数楣楦慣楴湯汃畡敳ㄠㄹ‵景䴠副⁄…搠物捥楴湯漠湅楧敮牥椭档牡敧ᜮ℀栀牐癯摩湩…楦汬湩潧摯挠敬湡爠癩牥猠湡景愠灰潲敶畱污瑩⁹椠据畬楤杮眠瑡牥湩潴挠浯汰瑥慳畴慲楴湯☠爠浡業杮挠浯汰瑥椠据畬楤杮挠獯⁴潣癮祥湡散潲慹瑬ⱹ愠摤瑩潩慮档牡敧ⱳ䐠䙍ㄠ┰☠䔠䙍㔠‥癯牥爠祯污祴†敃獳☠琠硡獥漠污慭整楲污…潣瑳漠污慬潢牵☠吠倦爠煥極敲潦桴潷歲攠捴挠浯汰瑥獡瀠牥猠数楣楦慣楴湯☠搠物捥楴湯漠湅楧敮牥椭桃牡敧Ѱ䌀湯瑳畲瑣潩景†湵爭楥普牯散Ɽ瀠慬湩挠浥湥⁴潣据敲整瀠癡浥湥ⱴ琠楨正敮獳愠数敤楳湧癯牥愠瀠敲慰敲畳慢敳楷桴㐠″牧摡散敭瑮漠湡⁹瑯敨祴数䴠㌭‰䜨慲敤Ⱙ挠慯獲湡楦敮愠杧敲慧整潣普牯業杮琠卉㌺㌸慭楸畭楳敺漠潣牡敳愠杧敲慧整渠瑯攠捸敥楤杮㈠‵浭業數湩愠挠湯牣瑥業數景渠瑯氠獥桴湡〠㈮挠浵挠灡捡瑩⁹湡灡牰灯楲瑡敷杩慢捴敨獵湩灡牰癯摥洠硩搠獥杩Ɱ†慬摩椠灡牰癯摥映硩摥猠摩潦浲潷歲⠠瑳敥档湡敮ⱬ氠祡湩湡楦楸杮漠㈱‵業牣湯琠楨正瀠汯瑹敨敮映汩Ɑ眠摥敧ⱳ猠整汥瀠慬整湩汣摵湩敬敶汬湩桴潦浲潷歲愠数牤睡湩⥧灳敲摡湩桴潣据敲整眠瑩桳癯汥ⱳ爠歡獥潣灭捡整獵湩敮摥敬捳敲摥愠摮瀠慬整瘠扩慲潴獲愠摮映湩獩敨湩挠湯楴畮畯灯牥瑡潩湩汣摵湩牰癯獩潩景挠湯牴捡楴湯愠摮攠灸湡楳湯潣獮牴捵楴湯樠楯瑮ⱳ瀠楲敭Ⱳ猠慥慬瑮敮牡愠灰潲捡敨潴戠楲杤⽥畣癬牥⁴牯愠⁴湡⁹灡牰癯摥瀠牯楴湯漠潲摡愠摮挠湯瑳畲瑣潩潪湩獴摡業瑸牵獥愠灡牰癯摥畣楲杮漠潣据敲整猠慬獢映牯ㄠⴴ慤獹愠数潍䑒椠据畬楤杮挠獯ⱴ挠湯敶慹据ⱥ爠祯污瑩ⱹ愠摤瑩潩慮档牡敧ⱳ䐠䙍ㄠ┰☠䔠䙍㔠‥癯牥爠祯污祴†敃獳慴數…整档楮慣灳捥晩捩瑡潩汃畡敳ㄠ〵‱湡獡瀠牥搠物捥楴湯漠湅楧敮牥椭桃牡敧Įࠁ佒䑁䄠偐剕䕔䅎䍎卅匊灵汰楹杮愠摮映硩湩景洠慥畳敲敭瑮猠潴敮景删䌮䌮ⵍ㔱朠慲敤椠据畬楤杮瀠楡瑮湩Ⱨ氠瑥整楲杮椠捡潣摲湡散眠瑩桴灳捥晩捩瑡潩獮愠摮愠灡牰癯摥戠⁹桴湥楧敮牥愠摮愠数楤敲瑣潩景䔠杮湩敥湉䌭慨杲湡獡瀠牥挠慬獵㜱㌰漠潍䑒ሮ⌀ጀ℀⬀ᜀ刀℀ꐀࠂ牐癯摩湩湡楦楸杮漠敳業爠晥敬瑣癩慣瑵潩慮祲慭摮瑡牯⁹湡湩潦浲瑡牯⁹楳湧戠慯摲愠数剉㩃㜶洠摡景ㄠ㔮洠桴捩卍匠敨瑥搠汵⁹瑳癯桷瑩潣潬牵椠牦湯⁴湡牧祡挠汯畯湯戠捡楷桴爠摥爠晥敬瑣癩潢摲牥漠㔶洠楷瑤湡敲畱物摥氠瑥整獲愠摮映杩牵獥眠瑩敲汦捥楴敶琠灡湥楧敮牥湩牧摡獡瀠牥䌠慬獵㜱㌮㤮漠位䑒映牯删牵污删慯獤漠敲畱物摥猠慨敤愠摮挠汯畯畳灰牯整湡敷摬摥漠㜴浭砠㐠‷浭砠ㄠ′坓⁇桳敥⁴畴敢映物汭⁹楦數潴琠敨朠潲湵祢洠慥景瀠潲数汲⁹敤楳湧摥映畯摮瑡潩獮眠瑩ⵍ㔱朠慲敤挠浥湥⁴潣据敲整㐠〵㑸〵㙸〰洠Ɑ㘠〰洠敢潬⁷牧畯摮氠癥汥愠数灡牰癯摥搠慲楷杮愠数汃畡敳ㄠ〷⸱⸲′景䴠副⁄湡獡瀠牥搠物捥楴湯漠湅楧敮牥䤭档牡敧2!˙倀潲楶楤杮愠摮映硩湩景琠灹捩污䌠瑩穩湥䤠普牯慭潴祲猠杩潢牡楷桴䰠杯獡瀠牥䴠副⁄灳捥晩捩瑡潩湡牤睡湩吠潷渠獯䴠⁓汐瑡景ㄠ㘮洠桴捩Ⱬ琠灯愠摮戠瑯潴汰瑡畤祬眠汥敤楷桴䴠⁓汦瑡椠潲㔲浭砠㔠楳敺漠慢正漠摥敧吠敨映慬⁴物湯映慲敭漠潢桴瀠慬整楷桴戠敷摬摥琠′潎㜠洵⁸㔷浭漠㈱匠䝗猠敨瑥琠扵獥瀠獯獴搠汵⁹浥敢摤摥椠散敭瑮挠湯牣瑥ⵍ㔱朠慲敤戠潬正景㘠〰浭砠㘠〰浭砠㜠〵浭㔷洰敢潬⁷牧畯摮氠癥汥敌瑴牥湩湡牰湩楴杮愠牲睯ⱳ戠牯敤瑥楷汬戠慰湩整楷桴爠慥祤洠硩摥猠湹桴瑥捩攠慮敭慰湩⁴景猠灵牥潩畱污瑩⁹湩爠煥極敲桳摡湡潣潬牵汁敳瑣潩獮漠牦浡摥瀠獯獴愠摮猠整汥琠扵楷汬戠慰湩整楷桴瀠楲敭湡睴潣瑡景攠潰祸瀠楡瑮愠数牤睡湩汃畡敳ㄠ〷‱湡湁敮畸敲ㄠ〷⸰〰ö倀潲楶楤杮愠摮映硩湩㔱挠楤湡‱潬杮朠慵摲瀠獯⁴景删䍃⠠㨱㨲⤴椠据畬楤杮挠獯ⱴ挠湯敶慹据潲慹楬祴敃獳慴數景愠汬洠瑡牥慩獬慬潢牵♔⁐敲畱物摥映牯琠敨眠牯瑥挠浯汰瑥獡瀠牥猠数楣楦慣楴湯愠摮搠物捥楴湯漠桴湅楧敮牥椠档牡敧മ湉䘠畯摮瑡潩㡮牐癯摩湩敷灥栠汯湩瀠慬 敒湩潦捲摥挠湯牣瑥扡瑵敭瑮 楷杮眠污 敲慴湩湩慷汬眠瑩〱洰楤⹁⹃倠灩ⱥ攠瑸湥楤杮琠牨畯桧琠敨映汵楷瑤景琠敨猠牴捵畴敲眠瑩汳灯景ㄠ⁖›〲䠠琠睯牡獤搠慲楷杮映捡潣灭敬整眠瑩敃獳攠捴獡瀠牥搠慲楷杮愠摮琠捥湨捩污猠数楣楦慣楴湯愠摮搠物捥楴湯漠湅楧敮牥椠档牡敧匀上䤀整潃敤⼠䴠歡獅楴慭整慒整,倀敬獡湅扡敬䴠捡潲潴嘠敩⁷潂⁑湩潦浲瑡潩੮潂彑敖㍲〮一牯慭义⁒湏祬䤀剎 䈀摩敤慎敭㨠一䵕䕂ђ䕔员䐀呁၅瑉浥䐠獥牣灩楴湯儀慵瑮瑩չ湕瑩ᑳ摁楤楴湯⼠䐠摥捵楴湯䄀摤瑩潩 敄畤瑣潩慖畬獥%䌀牵敲据⁹潃癮牥楴湯愠慧湩瑳攠捡瑉浥'儀潵整畃牲湥祣椠义⁒ 瑏敨畃牲湥祣 䔀捸獩畄祴嘀呁'䘀敲杩瑨䌠慨杲獥⠠唠汮慯楤杮☠匠慴正湩⥧䄀祮传桴牥吠硡獥䐯瑵敩⽳敌楶獥 伀桴牥吠硡獥㈠G䤀䥉摲倠牡祴椠攮䐠升䐦⼠删呉卅攠捴䤠獮数瑣潩桃牡敧㌮┴匫牥楶散吠硡R䰀獥潦敃癮瑡䌠敲楤ⱴ晩愠祮爠獥数瑣漠畓灰楬獥唠摮牥映汵硅楣敳䐠瑵⁹慃整潧祲ᠠ佔䅔⁌䵁問呎†楗桴吠硡獥 101
1st year 102 1200 Sqm 3.74 Excess(+) Full Conversion
2nd year 103 1440 Sqm 3.74 Excess(+) Full Conversion
3rd year 104 1680 Sqm 3.74 Excess(+) Full Conversion
4th Year 105 1920 Sqm 3.74 Excess(+) Full Conversion
5th Year 106 2160 Sqm 3.74 Excess(+) Full Conversion
1st year 108 180 Sqm 35.81 Excess(+) Full Conversion
2nd year 109 180 Sqm 35.81 Excess(+) Full Conversion
3rd year 110 180 Sqm 35.81 Excess(+) Full Conversion
4th Year 111 180 Sqm 35.81 Excess(+) Full Conversion
5th Year 112 180 Sqm 35.81 Excess(+) Full Conversion
Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos
Quoted Rate in Figures Select
Quoted Rate in Words
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