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Tender ID
Tender Value
Refer Docs
EMD Value
₹99,000
Closing Date
26 Mar 2026, 6:00 pmClosed
O/o Executive Engineer, Sagalee Division, PWD
O/o Executive Engineer, Sagalee Division, PWD
C/o Heavy Shieldinng work near circuit house Leporiang
2026_PWDAP_3287_1
SLD/LSD/BE/2025-26/17
Open Tender
Civil Works
Item Rate
730 days
LEPORIANG
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
EE SAGALEE DIVISION, PWD, AP, SAGALEE
₹99,000
Yes
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 | RCC Protection Wall - 3.00 Mtr Ht. = 73.00 Mtr.
Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil
Manual Means (Depth upto 3 m) | - | Cum | - | - |
| 1.02 | 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 | - | - |
| 1.03 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M 20 (Height up to 5 M) | - | Cum | - | - |
| 1.04 | Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth. | - | Sqm | - | - |
| 1.05 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | - | Tonnes | - | - |
| 1.06 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | - | Each | - | - |
| 1.07 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular Materials | - | Cum | - | - |
| 1.08 | SH: C.C. Drain = 250.00 Mtr.)
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 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. | - | Cum | - | - |
| 1.1 | 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 | - | - |
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