Irrigation And Cad Department has published Construction Of Check Dam Across Kandukur Vagu At Peddakandukur (V), Yadagirigutta (M), Yadadri Bhuvanagiri (Dist). Submission Date for this Tender is 03-02-2020. Check Dam Tenders in YADADRI BHUVANAGIRI Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | All | APSS No. 201 of PS to APSS | 10000.00 | sqm | 2.70 | 27000.00 |
| Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as directed by the Engineer-in-charge. | ||||||
| 2 | All | APSS No. 201,301, 308 & SS 3.1, 34 of PS to APSS | 4413.00 | Cum | 101.30 | 447036.90 |
| Excavation for Structures- Mechanical Means ( Data adopted from MORTH) Earth work in excavation in all kinds of soils 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. ( depth upto 3 meters) ( depth upto 3 meters) complete as directed by the Engineer-in-charge. | ||||||
| 3 | All | APSS No. 402 & SS 4 of PS to APSS | 1565.00 | Cum | 5254.50 | 8223292.50 |
| Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works complete with all leads and lifts . ( Cement content : 260 kg /cum with use of super plasticiser,CA : 0.90 cum, Blending Ratio of CA -- 50:30:20, FA : 0.40 cum)) complete as directed by the Engineer-in-charge. | ||||||
| 4 | All | APSS No. 402 & SS 4 of PS to APSS | 1098.00 | Cum | 5839.40 | 6411661.20 |
| Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts.(Cement content: 280 kg / cum with use of super plasticiser (0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) complete with all leads and lifts as directed by the Engineer-in-charge. | ||||||
| 5 | All | APSS No. 402 & SS 4 of PS to APSS | 304.00 | Cum | 5429.10 | 1650446.40 |
| Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with all leads and lifts. (Cement content: 330 kg / cum with use of super plasticiser (0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum))complete as directed by the Engineer-in-charge. | ||||||
| 6 | All | APSS No. 201,301, 308 & SS 3.1, 34 of PS to APSS | 6827.00 | Cum | 151.80 | 1036338.60 |
| Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with all leads and lifts as directed by the Engineer-in-charge. | ||||||
| 7 | All | APSS No. 106, 619 & SS 9.2 | 2860.00 | sqm | 379.90 | 1086514.00 |
| Providing and constructing 30 cm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete with all leads and lifts.(with no pin headers)( rubble stones : 0.33 cum/sqm) complete as directed by the Engineer-in-charge. | ||||||
| 8 | All | Special Specification | 496.00 | Rmt | 244.40 | 121222.40 |
| Providing and constructing contraction joints by fixing 23 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts.) complete as directed by the Engineer-in-Charge | ||||||
| 9 | All | SS 9.8 & Special Specification | 208.00 | Rmt | 384.00 | 79872.00 |
| Providing and constructing 150 mm dia hume pipe weep holes for concrete / masonry walls including providing 20 x 20 x 20 cm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 10 cm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with all leads and lifts as directed by the Engineer-in-Charge | ||||||
| 10 | All | APSS No. 201,301, 308 & SS 3.1, 34 of PS to APSS | 1503.00 | Cum | 142.10 | 213576.30 |
| Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with all leads and lifts as directed by the Engineer-in-charge. | ||||||
| 11 | All | Special Specification | 931.50 | sqm | 60.20 | 56076.30 |
| Providing and consructing 15 Cm thick gravel backing below revetment including cost of all meterials, labour, hand packing, finishing etc., complete as directed by the Engineer-in-charge. |
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