Tender For Execution Of Soil Conservation Works (As Detailed Below) By Way Of Providing And Laying Of Crate Wire Protection Bunds (56 Nos), Drsm Check Dams (100 Cum) And Bag Embankment (4000 Nos) And Up-Gradation Of Pond At Budnambal District Kupwara
Tender Value
12.92 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
8 days left
EMD
25857
Bank guarantee accepted
Document Fee
200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kupwara → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Execution Of Soil Conservation Works (As Detailed Below) By Way Of Providing And Laying Of Crate Wire Protection Bunds (56 Nos), Drsm Check Dams (100 Cum) And Bag Embankment (4000 Nos) And Up-Gradation Of Pond At Budnambal District Kupwara
BOQ
| Sl. No. | Item Description |
| 1 | Execution of Soil Conservation works (as detailed below) by way of 56 No. of crate wire structures at Budnambal. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 meter beyond 1m from cutting edge 56x16'x5'x1.30' = 5824 Cft or 164.9 Cum |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones 56x16'x4'x4' =14336 Cft Deduct 15% voids = 2150.40Cft Total: = 12185.60 Cft or 345.1 Cum |
| 4 | Carriage of stones average lead of 250 m by head load (to be paid as per actual) quantity vide item No 2 |
| 5 | Supply of crate wire mesh (4”x4”) 4mm, including carriage up to site of work 56x 16'x16' = 14336 Sft Lids 112 x4'x4' = 1792 Sft Total = 16128 Sft or 1498.33 Sqm |
| 6 | Errection of DRSM Checkdams (100 Cum) at Budnambal |
| 7 | Construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 6” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones & bond stones ,its carriage up to site of work, labour component ,supervision etc, complete job.(At Spots):-1x( 1.50m + 1.20m)/2 x 1.20m x 72.62m = 117.65 cum D/d 15% voids = (-) 17.65 cumT= 100 cum |
| 8 | Providing and laying of Bag embankment (4000 Bags) |
| 9 | Supply of empty bags of superior quality well knitted without any damage including sewing the same after filling complete job 4000 no |
| 10 | 2 Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.Jute bags:1’-6”x4”x2’-6”= 1.23 cft or 0.035 cum x 4000 =140 cum |
| 11 | Carriage of empty bags/ hessian bags average 20 km by MT & 500m by HL = 4000 no |
| 12 | Up-gradation of 01 No pond at Budnambal |
| 13 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. 1 (60x40) x7 =1680 or 475.79 Cum |
| 14 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, ells, cesspits and the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres. All kinds of soil. Toe wall 1 (200x1.5x2 = 600 cft or 16.99 Cum |
| 15 | Providing & laying of stone soling (dully hand packed) including watering, dressing and ramming, with all carriages, loading, unloading and stacking etc. Toe Wall: 1 (200x1.5x0.33= 99 Cft Band: 1 (20x0.75x0.33 = 4.95 cft Total = 103.95 Cft or 2.94 Cum |
| 16 | Providing & laying in position cement concrete of specified grade, excluding the cost of centring and shuttering, all work upto plinth level (1:4:8, coarse sand, 40mm nominal size crushed stone aggregate). Toe Wall: 1 (200x1.5x0.25= 75 Cft Band: 1 (20x0.75x0.25 =3.75 cft Total = 78.75 Cft or 2.23 Cum |
| 17 | Providing & laying in position cement concrete of specified grade, excluding the cost of centring and shuttering, all work upto plinth level (1:2:4, coarse sand, 20mm nominal size crushed stone aggregate). Toe Wall: 1 (200x1.5x2= 600 Cft Band: 20 ( 5x1x0.75 ) =75 cft Total = 675 Cft or 19.12 Cum |
| 18 | Centring and shuttering of kit ply including propping, strutting & removal of the same, upto plinth level. Toe well: 1 (200x2) = 400 Sft or 37.17 Sqm |
| 19 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah Stone. 1 (200x5) =1000 Sft or 92.94 Sqm |
| 20 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal) @ 3.65 cum per 100 sqm on horizontal/side slopes, complete including curing. 1(200x5) = 1000 Sft or 92.94 Sqm |
| 21 | Carriage of stone aggregate from an average lead of around 35 Km to site of work by MT. 19.21 Cum |
| 22 | Carriage of stone from an average lead of around 20 Km to site of work by MT. |
| 23 | Carriage of sand from an average lead of around 60 Km to site of work by MT. |
| 24 | Add provision for signboard and painting on stone work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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