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Tender Value
₹5.6 Cr
EMD Value
₹11.3 L
Closing Date
2 Oct 2026, 4:00 pm
Superintending Engineer
Superintending Engineer
Construction/Upgradation of Road from Ashajipora to Donipawa.
2026_PWDJK_323800_1
E_NIT No. 13 of 2026-27/7096-7105 DATED 08/09/2026
Open Tender
Civil Works
Percentage
180 days
Ashajipora Anantnag
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,500
superintending engineer PWD RNB Circle Ang
₹11.3 L
Office of SE PW(RnB) Circle Anantnag
8 Sept 2026
8 Sept 2026
3 Oct 2026
8 Sept 2026
2 Oct 2026
9 Sept 2026
11 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 |
|---|---|---|---|---|---|
| 1Detailed estimate for Felling of Trees | |||||
| 1.01 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 30 cm girth upto and including 60 cm girth | 10 | Nos | - | - |
| 1.02 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth. | 5 | Nos | 1,475.48 | ₹7,377.4 |
| 1.03 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth upto and including 240 cm girth. | 5 | Nos | 6,834.45 | ₹34,172.25 |
| 1.04 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material Above 240 cm girth | 5 | Nos | 13,701.87 | ₹68,509.35 |
| 2Detailed estimate For earth Work | |||||
| 2.01 | Earth work in excavation by Mechanical means in Bulk excavation .(not exceeding 1.5 Mtr. In width or 10 SqMts on plan) including dressing of sides and ramming of bottoms, lift upt 1.5 Mtr. Including getting out excavated soil and disposal of surplus soil as directed and lead up to 50 Mtrs | 1,538 | cums | 164.2 | ₹2,52,539.6 |
| 2.02 | Filling with Avaliable earth (excluding rock) in trenches or embankment in
layers (each layer should not exceed 15 cm), with intermediate layer of compacted
earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides
& top layer of filling shall be done with earth having total minimum compacted
thickness 30 cm or as decided by Engineer -in-charge, including compacting each
layer by rolling/ ramming and watering, all complete as per drawing and direction of
Engineer -in - charge. | 1,230.4 | cums | 191.47 | ₹2,35,584.69 |
| 2.03 | Supply & Filling with earth (excluding rock) in trenches or embankment in
layers (each layer should not exceed 15 cm), with intermediate layer of compacted
earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides
& top layer of filling shall be done with earth having total minimum compacted
thickness 30 cm or as decided by Engineer -in-charge, including compacting each
layer by rolling/ ramming and watering, all complete as per drawing and direction of
Engineer -in - charge. | 8,325.6 | cums | 508.48 | ₹42,33,401.09 |
| 3Detailed estimate For Scarfying | |||||
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