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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.0 Craccepted-aoc | ₹1.0 Cr | accepted-aoc |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
16 Mar 2026, 5:30 pmClosed
Commissioner
BHimavaram Municipality
Construction of CC Drain and CC Road in RS No 122 1 Part 122 2A Part 122/2B 123/1A 124/1 Part located in Kumudavalli Road 5th Ward in the Bhimavaram Municipality under Municipal General Funds
907398
104/BHI/General/2025-26/E1
OPEN - NCB
Civil Engineering Works
WEST GODAVARI, ANDHRA PRADESH
20 documents required · 19 mandatory · 1 optional
₹3,966
₹1.1 L
31 Mar 2026
2 Mar 2026
2 Mar 2026
Earthwork in excavation by Mechanical means structures as per drawing and technical specifications Clause 305.1 including hireing of machinary,weages of driver, fuel charges etc., as per Technical Specification 305 MORD / 304 MORTH etc., complete as per SS and as directed by the Departmental officer in charge of the work by upto 3.00m depth in ordinary soils
Providing Stone Dust Filling in drain bed as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH etc., complete. This rate including cost of all materials, all labour charges, watering, ranning other incidental charge etc complete as per SS and as directed by the Departmental officer in charge of the work. But excluding seigniorage charge.
Providing Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under drain bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, includingall materials and all charges for machine mixing, laying concrete in foundations and under drain bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and complete for finished item of workas per SS and as directed by the departmental officer incharge of the work but excluding seigniorage charges. For Drain bed Concrete
Providing VCC M20 mix by using 20mm HBG graded machine crushed metal for bed CC Drain by using 20 mm size Graded hard stone aggregate machine crushed metal, mechanically mixed, placed in foundation and compacted by vibration including curing centering, seaffolding etc., complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 etc., complete as per SS and as directed by the Departmental officer in charge of the work. but excluding seigniorage charge. For CC Bed
Providing VCC M20 mix by using 20mm HBG graded machine crushed metal for side walls of the CC Drain by using 20 mm size Graded hard stone aggregate machine crushed metal, mechanically mixed, placed in foundation and compacted by vibration including curing centering, seaffolding etc., complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 etc., complete as per SS and as directed by the Departmental officer in charge of the work. but excluding seigniorage charge . For Side Wall
Granular sub-base with course Grade-II Material (CBR Value minimum 25) (Table 400.2) Construction of granular sub-base by providing coarse graded material spreading in uniform layers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete including hireing of machinery, fuil charges, wages of driver as per clause 401 MORTH. as per SS and as directed by the departmental officer incharge of work.
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 including hireing of machinery fuil charges wages of driver, etc complete as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH as per SS and as directed by the departmental officer incharge of work.
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, laying and fixing of 125 mictron thick polythene film, 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,including Groove Cutting 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 gradeincluding hireing of machinery fuil charges wages of driver, etc complete as per drawing and Technical Specification Clause 1501 MORD. item . As per SS and As directed by the Departmental officer in charge of work.
Supply and delivery of 25mm dia MS dowel bars S-240 garde including cost and conveyance placing dowel bars in posiation as per design including cost of labour charges conveyance and other incidental charges etc., Complete as per ss and as directed by the Dept officer incharge
Providing High Yield Strength Deformed (HYSD) (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including all materials etc. ,and overheads & contractors profit complete for finished item of work as per SS and as directed by the departmental officer incharge of the work .
Providing Vibrator Vaccume Dewatering power trowelling to finish the surface including all materials, labour & all hire charges etc. complete for finished item of work hireing of machivery, fuil charges, wages of driver including overhead charges &contractor profit etc complete.
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Kumudavalli BOQ.xlsx
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NIT Kumudavalli CC Road and CC Drain 140.00.xls
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NIT Kumudavalli Road CC Drain and CC Road 140.00 laksh.doc
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Tendoc Kumudavalli road CC Drain CC Road 140.00.doc
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