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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹33.7 Laccepted-aoc | ₹33.7 L | accepted-aoc |
Tender Value
₹32.2 L
EMD Value
₹40,000
Closing Date
27 Jul 2026, 5:00 pmClosed
Executive Engineer, I & CAD, TGP Division No - 1, Velugodu, Kurnool Dist
Velugodu
Fabrication, Supply and erection of shuttering arrangements of Cross Regulator @Km2.410, Km 3.360 including construction of Pipe culverts and strengthening of Inspection Pathon LMC Distributory of Sri. Budda Vengala Reddy Siddapuram Lift Irrigation Scheme.
964459
08/2026-27 dated 17.07.2026
OPEN - NCB
Civil Works
NANDYAL
7 documents required · 7 mandatory
₹1,139
₹40,000
11 Aug 2026
20 Jul 2026
20 Jul 2026
OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)
Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 40 microns ,followed by finishing coats 2 coats with coal tar epoxy with material, labour, and all accessories with all leads and lifts
Fixing and Placing of position of new service gate along with screw rod in sluice well using appropriate equipment (e.g. crane, hydralic lifting devices, etc.,) with skilled technicians to its original position, including labour charges. Equipment rental, Material costs and Additional costs if any etc., and complete for finished item of work as directed by the Engineer-in-Charge.
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)
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 foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 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)
Manufacture, Supply and Delivery of 1000 mm dia NP4 R.C.C Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory excluding transportation and all taxes.
Laying and jointing 900 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 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 initial lead upto 50 m and all lifts.(Cement content: 280 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)
Providing hearting / casing embankment with Rock muck / Gravel Soil from borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering,compacting each layer to density control of not less than 90 percent or as stipulated using 2T roller including all leads and all lifts etc.,complete for finished item of work as directed by the Engineer-in-charge with initial lead upto 1Km and all lifts.(DERIVED)
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