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Tender ID
| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹19.4 Laccepted-aoc | accepted-aoc |
Tender Value
₹19.4 L
EMD Value
₹20,000
Closing Date
16 Feb 2026, 5:00 pmClosed
Regional Officer, PR Mahabubnagar
Kidwaipet, Opp: Police Guest House, Mahabubnagar
CRR (2024-25) Grant - Construction of side drain on road from MP road to ZP Road via Telugu Gudem (at village portion of Telugu Gudem) in Mahabubnagar (M), Mahabubnagar Constituency of Mahabubnagar District, Estimated cost Rs.25.00Lakhs
677901
No.493/2025-26, dt.22.01.2026 of the Regional Officer PR Mahabubnagar (1st Call)
OPEN
Drainage Work
MAHABUBNAGAR, TELANGANA
11 documents required · 9 mandatory · 2 optional
₹688
₹20,000
3 Mar 2026
31 Jan 2026
31 Jan 2026
Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge.
Sand Filling (Natural Sand 50% + Manufactured sand 50%) in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.
Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.
Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Sub-structure for Drain over Slab
Supplying, fitting and placing of HYSD bars Fe-500 ( Category-B Steel manufactured by Steel Manufacturers with minimum installed Production Capacity of 2Lakh MT/annum to l0 Lakh MT Per annum (GOEL. SHYAM, JAI BALAJI, AFSTAR/MSL]FE TMT, RADHA TMT, SUGNA TMT)) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) for Sub structure.
Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement - CC Pavement 100mm to 200mm thick, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.
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