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Tender Value
₹4.0 L
EMD Value
₹3,963
Closing Date
29 Jun 2026, 4:00 pmClosed
Executive Engineer Irrigation Division No 3 Wyra
Irrigation Division No 3, Wyra, Q No CADA 2, NSP Camp Khammam
Reconstruction of 4R DP at KM 2.380 on Wyra Major of Banakal Branch Canal, Konijerla(V, M), Khammam District (6th Call)
710769
N I T. No: 05/2025-26, Dt: 18.07.2025
OPEN
Civil Works
KHAMMAM, TELANGANA
8 documents required · 8 mandatory
₹141
₹3,963
22 Jun 2026
22 Jun 2026
23 Jun 2026
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.
Excavation for Structures- Mechanical Means : 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.
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) (for Foundations)
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 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 : 0.90 cum, Blending Ratio of CA--50:30:20, FA : 0.40cum ) (for Super Structure)
Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation, taxes & duties.(300 mm dia NP2)
Laying and jointing 300 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: 24.8 kg / joint, FA : 0.025 cum/joint, Hemp Yarn : 0.22kg/joint)
OT sluice Shutters EM Parts: Design,Fabrication,Erection and commissioning of sill beam,slide tracks,seal seats,guide plates etc with all accessories for spill way stop log Gates and other Vertical Lift Elements including cost of material,machinery,labour etc complte as per specification of drawings
(OT Sluice shutters) Design,Fabrication,Erection and commissioning of Skin plate,Horizontaland vertical angles , stiffners,rubber seals ,clampswith all accessories for spill way stop log Gates and other Vertical Lift Elements including cost of material,machinery,labour etc complte as per specification of drawings.
OT SLUICE SHUTTERS Screw Gear Hoist Including Plotform for Below 5 Tons Capacity (SmallGates).Fabrication,Supply,Erection and Commissing of Embedded Parts Supporting Strucute and Plotform.
EM PARTS:Surface cleaning of metal surface by chemica cleaners and then by hand and power tool cleaners and removing dust. After cleaning, applying primary coat with one coat of protective mastic to a thickness of 70+5 microns, followed by finishing two coats with soventless coal tar epoxy each coat with a DFT of 150+5 and the total DFT of all coats including primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts.
SHUTTER:Surface cleaning of metal surface by chemica cleaners and then by hand and power tool cleaners and removing dust. After cleaning, applying primary coat with one coat of protective mastic to a thickness of 70+5 microns, followed by finishing two coats with soventless coal tar epoxy each coat with a DFT of 150+5 and the total DFT of all coats including primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts.
HOIST: Painting of Sluices for Maintenance works: 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 two coat of Zinc Chromite Red oxide primer followed by finishing three coats with synthetic enamel paint with material labour and all accessories with all leads and lifts. Where surface cleaning by sand blasting is not feasible and based on specific recommendations of designers, it is to adopt surface preparation done by manual and power tool after cleaning by chemical treatment to remove grease, rust, scaling and to form phosphate coating to prevent futher rusting, before applying primer painting.
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