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Tender ID
Tender Value
Refer Docs
EMD Value
₹68,000
Closing Date
26 Mar 2026, 5:00 pmClosed
O/o Executive Engineer, Sagalee Division, PWD
O/o Executive Engineer, Sagalee Division, PWD
C/o CC Pavement of approach road at Jote village under Sagalee Circle
2026_PWDAP_3281_1
SLD/SSD/BE/2025-26/12
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
₹68,000
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: 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) | 2,049.89 | Cum | - | - |
| 1.02 | SH: CC PAVEMENT
Granular Sub-base with Close Graded Material (Table:- 400-1)
A Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
(i) for grading- I Material | - | Cum | - | - |
| 1.03 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in abatching and mixing plant as per approved mix design, transported to site,laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) | - | Cum | - | - |
| 1.04 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) | - | Cum | - | - |
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