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Tender ID
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
26 Mar 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
O/o Executive Engineer, Sagalee Division, PWD
C/o Approach Road at New Bee Village from Mengio Road.
2026_PWDAP_3280_1
SLD/SSD/BE/2025-26/08
Open Tender
Civil Works
Item Rate
730 days
SAGALEE
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
EE SAGALEE DIVISION, PWD, AP, SAGALEE
₹2.0 L
O/o Executive Engineer, Sagalee Division, PWD
21 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | SH: FORMATION CUTTING
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
i) Girth from 300 mm to 600 mm | - | each | - | - |
| 1.02 | ii) Girth from 600 mm to 900 mm | - | Each | - | - |
| 1.03 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 3,377.64 | Cum | - | - |
| 1.04 | Depositing of excavated earth on the barren valley side. (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side) | 3,377.64 | Cum | - | - |
| 1.05 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 1,447.56 | Cum | - | - |
| 1.06 | Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side) | 1,447.56 | Cum | - | - |
| 1.07 | SH: EMBANKMENT CONSTRUCTION
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 1,978.99 | Cum | - | - |
| 1.08 | SH: RCC RETAINING WALL
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth | - | Cum | - | - |
| 1.09 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days). | - | Cum | - | - |
| - | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. | - | tonne | - | - |
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