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1) jq¡aÈ¡ N¡å£ S¡a£u NË¡j£Z LjÑ¢eÕQua¡ fËLÒf J Sm, j¡¢V, N¡Rf¡m¡ :jq¡aÈ¡ N¡å£ S¡a£u NË¡j£Z LjÑ¢eÕQua¡ fËLÒfl j¡dÉj NË¡j£Z f¢lh¡ll LjÑ¢eÕQua¡fËc¡el f¡n¡f¡¢n Evf¡cen£m pÇfc °a¢ll Jfl S¡l cJu¡ quz HrœfËLÒfl j§m A¢ij¤M qm Sm, j¡¢V J N¡Rf¡m¡z Sm L¡lZ j¡¢Vl ¢eQl SmÙ¹lLf¤ø Ll L«¢ol Evf¡cen£ma¡ h¡s¡a qhz j¡¢V L¡lZ i¢jru l¡d Lla qhzhªr L¡lZ f¢lhn A„Se - L¡hÑe X¡C A„¡CXl i¡lp¡jÉ l¡Ma qhz2) i¢Vi¡l O¡p J Sm, j¡¢V pwlrZ Hhw f¢lhnl i¡lp¡jÉ :L¡e HL¢V fËLÒfl j¡dÉj k¢c HC ¢ae dlZl L¡SC Lla qu prœ i¢Vi¡le¡jl O¡pl Q¡o EõMk¡NÉ i¢jL¡ ¢ea f¡lz "i¢Vi¡l' qm HL dlZl O¡p-k¡ Bj¡cl NË¡j¡’m hs JW¡ "MpMp' O¡pl ja¡z ah HM¡e k "i¢Vi¡l'O¡pl Lb¡ hm¡ qµR Bj¡cl cn a¡ cM¡ k¡u j§max c¢rZ i¡la -- Llm,a¡¢jme¡s¥, LZÑ¡VLz Ešl f§hÑ¡’ml Bp¡jJ hËrf¤œ ecl i¡Pe fË¢al¡di¢Vi¡ll hÉhq¡l qµRzec£l i¡Pe fË¢al¡d, i¢jru l¡d, E¢áS hs¡ °a¢l fËi«¢al j¡dÉj i¢Vi¡l SmJ j¡¢V pwlrZl L¡S Llz h¡a¡pl L¡hÑe-X¡C-A„¡CX öo ¢eu f¢lhnli¡lp¡jÉ lr¡ Lla i¢Vi¡ll …l¦aÆf§ZÑ i¢jL¡ luRz3) i¢Vi¡l O¡pl °h¢nøÉ J Efk¡¢Na¡ :HC O¡pl HL HL¢V j§ml ¢hÙ¹¡l 5-6¢jV¡l fkÑ¿¹ Hhw ¢fl¡¢jXl eÉ¡u S¡m ¢hÙ¹¡lLl j¡¢VL nš² Ll dl l¡Mz HC O¡p heÉ¡ fËhZ Hm¡L¡u Sm ¢ej¢‹a AhÙÛ¡u10 j¡p fkÑ¿¹ S£¢ha b¡La f¡lz W¡ä¡ fËhZ Hm¡L¡, Ml¡ fËhZ Hm¡L¡ J e¡e¡Sml Hm¡L¡aJ (¢f.HCQ 8.5-10 fkÑ¿¹) HC O¡p S£¢ha b¡La f¡lz HL¢VO¡pl S£heL¡m LuL cnL (15-60 hRl) Hhw Hl N¡s¡ bL ea¥e O¡plSeÈ euz Hl f¡a¡ Nh¡¢c föl¡ Mu ¢em 2-3 pç¡ql jdÉ Bh¡l f¡a¡ NS¡uzN¡M¡cÉ ¢qp¡h HC O¡pl f¤¢ø…Z p¤¤¢h¢caz ¢nLll ¢hÙ¹¡l 4-5 ¢jV¡l qJu¡l gm(elj/¢Râk¤š² j¡¢Va Bl¡ c§l fËhn Ll) J ¢nL¡ll ¢ial j¡¢V BVL b¡L¡lL¡lZ i¡Pel q¡a bL hy¡d lr¡ f¡uz H¢V i¢l d¡a¥ n¡de Lla f¡lzBpÑ¢eL, œ²¡¢ju¡j, LÉ¡X¢ju¡j, ¢eLm, mX, j¡LÑ¡¢l, pm¢eu¡j, ¢Sˆl jad¡a¥…¢mL pqÉ Lla f¡lz a¡fj¡œ¡ pqÉ Lla f¡l -15*p: bL 55*p:
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APPENDIX – I
Analysis of rates for plantation of Vetiver
A Earth Work : Site specificB Plantation length In Running metre 1000
Sl Name Particulars Qntty Rate (inRs.)
Amount (in Rs.)
1 Vetiver PlantsHedgerows along the bank/contour ofslope at 1.0m distance and planting in eachrow at 10 cm apart 10 plants/ RmNos. of plant per running metre of hedgerow 10001
Add 10% mortality 1000Sub-total (plants) 11001Sub-total (plants)- rounded off 11000Cost of tiller delivered to site 2.50 27500.00
2 Manure etc. Cost of farm manure/Chemicalfertiliser/growth promoter etc. 5.00 5000.00
3 Polythene pouch(8" x 6") Cost of poly-pouch delivered at site 0.90 9900.00
Total cost ofmaterial 42400.00
Material cost perrunning metre 42.40
4 Labour :Mandayscalculation:-(a) Dressing andcutting of trenchalong thecontour as perdesign
50 m/manday 20
(b) Collectionincl. digging andcarryingmanually withina lead of 100 mof imported soil
160 tiller/manday 69
for pouching oftiller
(c) Pouching oftillers in polybags
100 tillers/manday 110
(d) Maintenanceof pouchedplants
2 person to be engaged for the total plantsfor 1 month (30 mandays for 1000 Rm) 60
(e) Plantation atsite 80 plants/manday 138
Sub-total mandays 396Labour cost Wage rate per manday 174.00 Rs. 68,947.50Semi-skilledLabour 8 261.00 Rs. 2,088.00
Total cost ofLabour Rs. 71,035.50
Labour cost perrunning meter Rs. 71.04
QUANTITY STATEMENT
Sl No Item Unit Quantity1 Affected reach (Total Length) m 500
2 Bank trimming (4.5sqm x 700m) CFT 79492.50
3 Clearing of light jungles sq m 3000.00
4 Jeora fencing m 1028.00
5 i) Supply of approved variety of vetiver plantsIt is envisaged that 1m x 2 m grid plantation will be required.Reach length m 500.00Slope length (average plantation width) m 10.00No of rows along the flow (10+1) nos 11.00
Total length of vetiver hedge along the flow (700 x 16 ) nos 5500.00No of vetiver rows normal to the flow (700+1)/2 nos 250.50Total length of vetiver hedge normal to the flow m 2505.00Total length of vetiver hedge m 8005.00Number of vetiver tillers @ 10 plants/ RM nos 80050.00Add 10 % mortality nos 8005.00Total no of vetiver tillers required nos 88055.00ii) Poly pouches nos 88055.00
iii) Cow dung/farm yard manure @ 300 kg/1000 plants kg 26416.50
iv) Chemical fertilizer @10 kg/1000 plants kg 880.55
6 Bamboo required for jeora fencing @ 1no/2 m nos 514.00
7 Mandays Calculation
i) Labour required for cutting and cleaning light jungles @ 50sqm/manday nos 60.00
ii) Labour required for earth work @ 1 USKnos/ 68 cft nos 1169.00
iii) Labour required for bamboo fencing @ 10m /manday nos 103.00
iv) Labour required for plantation of vetiver (As per Appendix-I) @ 396nos/1000m nos 3170.00
v) Labour required for maintenance/miscellaneous works @ 7 nos/ dayfor 4 months nos 840.00
Total mandays required nos 5342.00
[ Note : The labour required is dependent on their productivity influencedby the site condition. The estimate made here is based on previousexperience and site condition. ]
Mate 90.04Detail Estimate
Sl Item of Works Qnty Unit Rate Amount
1
Cutting and clearing light jungles and treesupto 50 cm girth including cutting, uprootingroots & stumps and removing them from thesite of work etc. complete as directed.
A. Material Component Nil Rs. 0.00B. Labour Component 60 Nos. 174.00 Rs. 10,440.00
2
Earth work in bank trimming to the designedsection slopes including removing the spoilsdepositing in the bank or toe of theembankment as directed by the departmentincluding removing light jungles and foreignmaterials with all lead and lift etc. complete asdirected.A. Material Component Nil Rs. 0.00B. Labour Component 1169 Nos. 174.00 Rs. 2,03,406.00
3
Jati bamboo compound Zeora fencing 1050mm to 1200 mm high kamies of size 30 mm x6 mm placed not more than 100 mm apart anddriven atleast 100 mm underground i/cB/bamboo post 1500 mm to 1800 mm apartdriven atleast 450 mm underground and tiedwith three lines of double longitudionalbamboo kamies and half bamboo on top(lattice pattern).
A. Material Component 514.00 Nos. 105.00 Rs. 53,970.00B. Labour Component 103.00 Nos. 174.00 Rs. 17,922.00
4
Dressing of slope, planting of permanenthedges including digging of trenches, refillingexcavated earth with farmyard manure,supplying VS-9 vetiver plants with certificationfrom the International Vetiver Network or itsaffiliate in India and planting the plants at10cm apart.
A. Material Component 8005.00 Rm 42.40 Rs. 3,39,412.00B. Labour Component 3170.00 Nos. 174.00 Rs. 5,51,580.00
5 Labour for maintenance/miscellaneous worksfor 4 months.A. Material Component Nil Rs. 0.00B. Labour Component 840.00 Nos. 174.00 Rs. 1,46,160.00
6 PhotographA. Material Component L.S. Rs. 1,000.00B. Labour Component Nil Rs. 0.00
7 Temporary shedA. Material Component 1 No 7,000.00 Rs. 7,000.00B. Labour Component Nil Rs. 0.00
8 SignboardA. Material Component 1 No 5,000.00 Rs. 5,000.00
B. Labour Component Nil Rs. 0.009 Hand Tube well
A. Material Component 2 No 10,000.00 Rs. 20,000.00B. Labour Component Nil Rs. 0.00
10 First AidA. Material Component L.S. Rs. 1,000.00B. Labour Component Nil Rs. 0.00
11 MateA. Material Component Nil Rs. 0.00B. Labour Component 90.04 Nos. 348.00 Rs. 31,333.92[Daily requirement of labour for maintenanceis only 4 nos. Hence the nos. of mate reqd. iscalculated on the mandays reqd. forplantation period only]
Rs. 13,88,223.92LABOUR WAGE Rs. 9,29,508.00MATERIALS Rs. 4,58,715.92
₹ 13,88,223.92TOTAL ESTIMATED COST Say ₹ 13,88,224.00