Tender For Chainlink Fencing , Plantaton Work , Construction Of Water Storage Tank And Drip Iriigation Works At Chilam Community Plantation Area Of Durbuk Forest Range For The Year 2026-27 Under C A 5(2) B
Tender Value
56.28 Lakhs
Estimated cost
Bid Submission
15 Oct 2026
5 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Leh → Ladakh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Chainlink Fencing , Plantaton Work , Construction Of Water Storage Tank And Drip Iriigation Works At Chilam Community Plantation Area Of Durbuk Forest Range For The Year 2026-27 Under C A 5(2) B
BOQ
| Sl. No. | Item Description |
| 1 | water storage tank |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm 0n plan)including disposal of excavated earth, lead up to 50m and lift upto 1.5m All kind of soilArea= 1x 16’.00x12’.00”x2’.6”=480.00cfts or 13.58cum |
| 3 | Providing and laying in position cement concrete of specified grade including of centering and shuttering all work up to plinth level 1:3:6 (1 cement 3 fine sand 6 graded stone agg. 20mm nominal size) 1. crushed2x16’.00”x2’.6”x0.3”=20.00cfts 2x12’.00”x2’.6”x0.3”=15.00cfts T=35.00cum or 0.99 cum |
| 4 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) 2x16’00”x2’.0”x2.6”=160.00cfts 2x12’.00”x2’.0”x2’.6”=120.00cftsT =280.00cfts or 7.92cum |
| 5 | Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centering, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominalsize) Super structure 2x 16.0x1’-6”x 7’-6” =180.00cfts 2x 12.0x1’-6”x 7.’-6” =270.00cftsT =450.00cfts or 12.73cum |
| 6 | Stone filling dry pitching complete work including cost of stone 1x 12’.00’’8’.00”=96.00sft or 8.91sqm |
| 7 | Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) Nallah1x12’.00”x8’.0”=96.00sfts or 8.91sqm |
| 8 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal sizeLintel:-2x16’-0”x1’-6”x0’-9” = 36.00cfts 2x8-0”x1’-6”x0’-9” = 18.00 cfts T=54.00cftsR.C.C flooring and slab= 1x12’.00”x8’.00”x0.5”=39.36cfts2x16’.00”x12’.00”x0.5”=78.72cftsG.T= 172.08 or 4.86 cum |
| 9 | Reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 4.86 Qty.= @1.2Qtl./cum i,e 5.83 qtls or 583kgs |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for. RCCDPC 2x16’-0”x0’-9” = 24.00sqft 2x8-0”x0’-9” = 12.00 sqft Slab 1x 16’.00”x 12’.00”= 192.00sfts T= 228.00sqft or 21.18sqm |
| 11 | 15mm thick cement plaster on rough side of stone wall of mix 1:4(1 cement: 4 Fine sand)= inner wall 2x13’00”x7.6”=195.00 sfts -do- 2x9’00”x 7.6”= 135.00sfts Outer wall =2x 16’.00”x8’.6”=272.00sfts -do =2x 9’.00”x8’.6”=153.00T= 1055.00sfts or 98.00sqm |
| 12 | Providing and fixing of 1” Gi gate valve of draining of water and other accepries of complete work |
| 13 | Carriage of materials from various sources to site of work by M.T including loading, unloading and stacking. A) Cement and steel bar ……………..130kms in MT |
| 14 | Sand &Stone aggregate ……………………05kms in Cum |
| 15 | c)Stone………………………10kms in Cum |
| 16 | fencing : Survey , site selection , marking and other preparation workand removal of Bushes in the aligh of Fencing area fencing Work |
| 17 | Earth work in excavation over area exceeding 30cm in depth as well as 10sqm on plane including disposal of excavated earth and lift up to 1.5 m disposal of earth to be leveled and neatly dressed. All kind of soilFP -500×0.45cm x.0.45cm ×0.45cm= 45.56 |
| 18 | Providing and laying in cement concrete of specified grade include. Curing but excluding the cost of centering and shuttering. All work upto plinth level of 1:3:6 ( 1 cement, 3 coarse sand, stone aggregate of 20mm nominal size crushed stone aggregate) in blocks.500×0.45cm x.0.45cm ×0.45cm= 45.56cum |
| 19 | Providing and fixing of Angle Iron Fence Post made of MS angles (50 x 50 x 6mm) in built up sections and framed works including. Cutting housing single section 2.14 Mtr long with 15cm foot/ toe at the bottom with whole drilled and top bends.5000x 2.14M x 4.50= 4815.00kgs |
| 20 | Centering and shuttering including strutting, propping etc removal of form for: Foundations, footings bases of columns etc for mass concrete.100x 4 nos x 0.45m x 0.45m =81.00sqm |
| 21 | Providing and fixing of G.I chain link fencing fabric 4mm dia fence cold dip galvanized of required mesh size 10cm x 10 cm wire of ( 4’’ x 4’’) mesh, including strengthening/ binding with 2mm dia wire or nut bolts and washer as required completely. 5000.00 rft x 5’ height= 25000sft x 0.215 or 5375.00 Kgs |
| 22 | Providing and laying and strengthening of barbed wire at top of the fence post including all jobs.5000.00rft x(20.00rft=1kg) |
| 23 | Supply at site Angle iron post and strand of required size including bottom to be split and bend at triangular in opposite direction of 10 cm length and drill hook upto 10mm dia etc of complete job. Flat40mm x 6mm= 500nos x 2.85Kgs= 1425.00 Kgs |
| 24 | Providing and installation of fabric iron Gates 6’ x 12’= 2 Nos with angle iron Framed including. Master pillars (6’’ x 6’’) with cutting hoisting welding and all fitted and fixture and all lead completely. Total 160.00Kgs |
| 25 | Providing and installation of fabric iron Gates 4’ x 6’= 2Nos with angle iron Framed including. Master pillars (6’’ x 6’’) with cutting hoisting welding and all fitted and fixture and all lead completely. =100Kgs |
| 26 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade.Two or more coat applied @0.90ltr/10sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufactur- RFt-1500'.00\\"x5'.00\\" =7500.00sfts or 696.75sqm- D/d of void for mesh of 50%=348.375 sqm |
| 27 | consumptionof materials : Carriage of sand and stone agg. by Mechanical Transport from source to working site for a distance of 10.00 Km.Sand and Stone agg. |
| 28 | Carriage of cement. By Mechanical Transport from sources to Chilam by an average of 135.00 Km.Cement Qty. Vide item No:- 2 10023.2kgs or 10.02MT |
| 29 | Carriage of Fencing Materials by mechanicals Transport from Leh to Chilam for an average of 135.00 Km.Qty. Vide item No:- 3,5,6.7,8,9 and 10.12285 kgs or 12.285MT |
| 30 | Plantation Survey , site selection , marking and other preparation work for plantation and fencing etc |
| 31 | Earth work in excavation by manual means /hydraulic excavator) in trenches for foundation etc not exceeding 30m in depth in width or irrigational networks etc Mian Khul: Khul 5x 120Mx0.45Mx0.30m=81.00cum Channels : 1x 18000x0.20Mx0.200m=720.00cum G.total=655.83cum |
| 32 | Cost of FYM from a realible sources/Farmers for pitsplantation including the tranportation charges-4000 nos or 2000kgs |
| 33 | Extraction and Pits Planting of willow /poplar green cutting/poly bag raised plant . this including excavation of pit 0.45mx0.45m x0.45m along the contour as well as on flat surface. This includes the formation of water harvesting structure etc. |
| 34 | Extraction and Pits planting of root hoot plant SBT . this including excavation of pit 0.30mx0.30m x0.30m along the contour as well as on flat surface. This includes the formation of water harvesting structure etc. |
| 35 | Carriage of planting material from various sources /extraction site to planting site etc |
| 36 | 1 Labour charge for four watch and ward and irrigation and maintenace work of raised plants for 8 months in a year @Rs 13500/month |
| 37 | Cost of willow /poplar green cutting, this including excavation of pit 0.45mx0.45m x0.45m along the contour as well as on flat surface. This includes the formation of water harvesting structure etc. |
| 38 | 2nd year maintainance (2027-28) Cost and supply of willow plant from the reliable sources /progressive farmer including the transportation etc.( 20% Mortality rate expected during I year ( to be planted in the planting site during the 2nd year ) Willow) |
| 39 | Earth work in excavation by manual means /hydraulic excavator) in trenches for foundation etc not exceeding 30m in depth in width or irrigational networks etc Mian Channels : 1x 2800M x0.20Mx0.20m=112.00cum |
| 40 | one Labour charge for four watch and ward and irrigation and maintenace work( minor protection work -desilting of khul et) of raised plants for 9 months in a year @Rs 13500/month |
| 41 | 3rd year maintenance (2028-29) Cost of Selchang plant from the reliable sources /progressive farmer including the transportation etc(10% Mortality rate expected during 2 year ( to be planted in the planting site during the 3rd year ) (Willow) |
| 42 | Earth work in excavation by manual means /hydraulic excavator) in trenches for foundation etc not exceeding 30m in depth in width or irrigational networks etc Mian Channels : 1x 2200M x0.20Mx0.10m=12.00cum |
| 43 | Labour charge for four watch and ward and irrigation and maintenace work( minor protection work -desilting of khul et) of raised plants for 8months in a year @Rs 13500/month |
| 44 | 4th year maintenance (2029-30) Weeding, light soil and pruning etc. 54 lab @ Rs 595 /day |
| 45 | 1 Labour charge for four watch and ward and irrigation and maintenace work( minor protection work -desilting of khul et) of raised plants for 9 months in a year @Rs 13500/month |
| 46 | 5th year maintenance (2030-31) Pruning and trimming of branches of raised plantation etc 54 lab @ Rs595 /day |
| 47 | 1 Labour charge for four watch and ward and irrigation and maintenace work( minor protection work -desilting of khul et) of raised plants for 9 months in a year @Rs 13500/month |
| 48 | DRIP IRRIGATION Earth work in excavation by manual means in trenches for drains, pipes, cabkle tec. (not exceeding 1.5 in width and upto 1.5 mtr mte in depth) including disposal of excavated earth upto 1.5 mtrs in cutting edge, disposal earth is to be levelled and neatly dressed |
| 49 | Earth work in excavation by mechanical means in trenches for drains, pipes, cable etc (not exceeding 1.5 in width and upto 1,5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on poan, depth up tp 1.5 mtr including disposal of the earth up to mtr from cutting edge, disposed eath is to be levelled and nealty dressed QTY= 900 x .75 x x60=540 |
| 50 | providing and laying of HDPE pipe 50 mm dia grade 11PN 8 P100 as per IS standard 4985 for laying of main line from the tank to field sectioning |
| 51 | Providing and laying HDPE pipe 63 mm dia grade II PN8 P100 as per IS standard 4985 for cb main |
| 52 | Prividing and fixing 1.6mm class n 11, 2.5kg/cm |
| 53 | Prividing and fixing 1.6mm inner line laterals 2.2 LPH @class 11, 30 cm/60 cm |
| 54 | Providing and ficing self cleaning PC dripper 4.2lph with pressure cimpensating and self cleaning mechanism |
| 55 | grove mate take off 16mm same standard of lateral along witj 16mm and cape and 16mm joiner |
| 56 | butter fly value of mild steel 50mm ISI mark along with flenges and accessories |
| 57 | HDPE elbow 50mm operating pressure 10kg/cm along with HDPE tee 50mm |
| 58 | HDPE elbow 63mm operating pressure 10kg/cm along with HDPE tee 50mm |
| 59 | HDPE reducer 50x63mm |
| 60 | compression end cap 63mm |
| 61 | compression end cap 50mm |
| 62 | providing and fixing air release valve 1.5 with service saddle |
| 63 | Providing and fixing hydro cyclone 25m3/hr of materials mild steel to remove an silt particle of size 75-150 micron |
| 64 | Pressure relief valve to operating range 7-10 kg/cm |
| 65 | Providing and fixing ventury assembly for fertigation suitable for 25m/hr filtration system |
| 66 | construction of concrete base (2m*1.2m*0.75m) for filter and fertigation system |
| 67 | Filling availlable excavated earth (excluding rock in trenches, plinth, side of foundations etc in layers not exceeding 20 cm in depth, consolidated each deposited layers lead up to 50m lift upto 1.5m QTY+ 90% of 459 cum |
| 68 | Prividing and fixing compression adaptor 50mm Pn 16 & 63 Mm |
| 69 | GI fittings 2 x 3 inch |
| 70 | Transportation of materials Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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