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Tender Value
₹22.3 L
EMD Value
₹22,318
Closing Date
30 Jun 2026, 4:30 pm
Similar tender results from the same govt authority in the past 3 years.
MUNICIPAL CORPORATION TIRUPATI
Thirupathi
Laying of CC Road from Indira Priyadarshini Market West Side Gate to Tilak Road in Ward No. 27 under Zone-II (15th Finance Commission-2024-25 (1st Installment Untied Grant).
945188
25/TPT/26-27/15th FC/TO, Dt. 09-06-2026
OPEN - NCB
Civil Engineering Works
TIRUPATHI
7 documents required · 6 mandatory · 1 optional
₹791
₹22,318
15 Jun 2026
15 Jun 2026
15 Jun 2026
Demolishing and disposal of unserceable materails within 100 Mts lead for un rainforced Cement Concrete above 15cm thickness
Demolishing and disposal of unserceable materails within 100 Mts lead For unreinfoced cement concrete upto 15 cm thickness
Demolishing and disposal of unserceable materails within 100 Mts lead ForBrick Masonery Walls
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including dewatering, setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH
Providing Plain cement concrete M 20 Nominal Mix using 20* mm metal and using concte mixer as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge (may be used as CC 1:2:4)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
Construction of un-reinforced, 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 conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, 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. (CC pavement)
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Supply of Mastic pad 2'-0 "x 4'-0" (0.60M x1.2M) of 1" (25.4mm) thick of Mercury Bond or any other approved make confirming to IS 1838 including cost and conveyance etc. complete as directed during execution. (SOR 2025-26 P. No.188 (Basic Rate 1007.00+13.615% = 1144.10) MAT-01592 BMS-W.20
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Carting away the surplus excavated material i.e., earth from the site to a suitable distance of about 5 kms including loading, unloading, conveyance, labour charges, all leads and lifts and other incidental and operational charges etc., complete. Dis. Qty
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