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Tender Value
₹6.4 L
EMD Value
₹12,877
Closing Date
17 Sept 2026, 1:30 pm5d left
Divisional Forest Officer Social Forestry Kupwara
OFFICE OF THE ASSISTANT CONSERVATOR OF FORESTS SOIL AND WATER CONSERVATION DEPARTMENT DISTRICT KUPWARA HQ HANDWARA
Providing and Laying Crate wire protection bunds 20 Nos,c Construction of Crib Structure 8 Nos and Bag Embankment 3800 Nos at Gulgam
2026_SWCD_324216_1
e-NIT No-02 of 2026-27 dated 09/09/2026
Open Tender
Civil Works
Item Wise
30 days
Gulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Yes
Pooling Account No.0110010200001106
₹12,877
Yes
Office of the Joint Director, Soil and Water Conse
10 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
15 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Execution of Soil Conservation works (as detailed below) by way of 20 No. of crate wire structures at Shartkul Gulgam. | |||||
| 1.01 | 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: in all kinds of soil 1m from cutting edge 1x16’-0”x5’-0”x [6”+ 1’-0”]= 60cft or 1.70cum x20no =34 cum - 2 | 34 | Cum | 479.3 | ₹16,296.2 |
| 1.02 | Supply of stones (Quarry) nominal size 225mm 1x 4’-0”x4’-0”x16’-0”= 256cft or 7.25cum Deduct 15% voids = 1.08 cum 6.17 cum x20 No =127.6 cum @ Rs 1000/cum | 127.6 | Cum | 1,000 | ₹1,27,600 |
| 1.03 | Hand-packing stones in wire-crates; excluding cost of crates and stones Qtty vide (2) = 127.6 cum | 127.6 | Cum | 371 | ₹47,339.6 |
| 1.04 | Carriage of stones average lead of 15 km by MT & 300 m by head load Qtty vide (3) = 127.6 cum | 127.6 | Cum | 980 | ₹1,25,048 |
| 1.05 | Supply of crate wire mesh (4”x4”) including carriage up to site of work 1x 16’-0”x 16’-0”= 256 sft Lids 2x 4’-0”x4’-0”= 16 Sftx2=32 sft 288sft =26.75 Sqmx20 = 535 sqm | 535 | Sqm | 245 | ₹1,31,075 |
| 2Providing and laying of Bag embankment (3800 Bags) | |||||
| 2.01 | Supply of empty jute bags of superior quality well knitted without any damage including sewing the same after filling complete job 3800 no | 3,800 | No | 25 | ₹95,000 |
| 2.02 | 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 3800 =133 cum | 133 | Cum | 272 | ₹36,176 |
| 2.03 | Carriage of empty bags/ hessian bags average 20 km by MT & 500m by HL = 3800 no | 3,800 | No | 0.42 | ₹1,596 |
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