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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹14.1 Laccepted-aoc | accepted-aoc |
Tender Value
₹16.1 L
EMD Value
₹16,067
Closing Date
14 Aug 2026, 4:00 pmClosed
Commissioner Nagar Panchayat Mummidivaram
Mummidivaram
Construction of Compound Wall for protection of open space near Mummidivaram Municipal Office in 11th Ward. (15th FC 2024-25-1st Instl. United Grant)
969352
Roc No.192/2026/E1
OPEN - NCB
Compound Walls
KONASEEMA, ANDHRA PRADESH
6 documents required · 6 mandatory
₹569
₹16,067
1 Oct 2026
30 Jul 2026
30 Jul 2026
Dismantling of existing structures comprising of Brick masonry in Cement Mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all lifts and lead of 1000m as per technical specification as per SS and as directed by the departmental officer in charge of the work.
Filling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH . The rate including cost and conveyance of all material, labour charges for filling, watering, ramming, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniroage charges.
Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. All work upto plinth level including cost of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including 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 etc., complete as per SS and as directed by the Departmental officer in charge of the work by Manual means upto 3.00m depth in ordinary soils
Auguring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles as per SS and as directed by the departmental officer in charge of the work.
Under-reaming for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for under reaming in piles etc., complete as per SS and as directed by the departmental officer in charge of the work. (370mm)
Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, centering, shuttering for finished item of work as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, centering, shuttering for finished item of work as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, centering, shuttering for finished item of work as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, centering, shuttering for finished item of work as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded. The rate including cost and conveyance of steel, binding wire, labour charges for fabrication of grills, placing in position, etc., complete as per SS and as directed by the departmental Officer in charge of the work.
Brick Masonry in CM (1:6) with Bricks traditional size 23 x 11 x 7 cms 2nd class. The rate including cost and conveyance of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Plastering with CM (1:4) 12mm thick. The rate including cost and conveyance of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911and as directed by the departmental officer in charge of the work for internal walls.
Manufacturing supply and fixing of M.S.Grill Gate with M.S.Angulars, M.S.Flats including cost and conveyance of all material and labour charges for fabrication of steel work including cost of welding roads, power charges and fixing in position etc.,
Providing Painting with Synthetic Enamel paints - Two Coats - For New Iron Work. The rate cinluding cost and conveyance of all material, labour charges, etc., complete as per SS and as directed by the departmental officer in charge of the work.
Providing and Laying of Interlocking Concrete Block Pavements using CC M40 having thickness 80 mm as per drawing and Technical Specification Clause 1504 MORD . The rate including cost and conveyance of all material, labour cahrges, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Providing Concrete for plain/ reinforced concrete (1:2:4) Nominal mix using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 days complete as per drawings and technical specifications as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Roofing: - Roofing will be provided with0.5mm thick galvanized repainted G.I.profiled sheets fixed to the purlinswith 14 size self drilling screws withneoprene washer. Side laps are stitchedwith self tapping / drilling screws. Endlaps are to be sealed with 25x3 mmButyl tape. The sheets are provided with anti capillary grove.
Providing & fixing 30 mm thick solidpanel PVC door shutter consisting of frame made out of 19 guage M.S tubeof 19 x 19 mm for stiles, top & bottom rail, with a coat of primer of approvedmake. M.S. Frame covered with 5 mmthick heat moulded PVC “C” channel ofsize of 30 x 50 mm forming stiles, 5 mm thick 75 mm wide PVC sheet fortop, lock & bottom rail on either side 20 mm wide cross PVC sheet as gap insertfor top & bottom rail, panelling of 10mm(+/-)( 5mm+5mm)” thick PVCsheet fitted in the M.S. frame welded/sealed to the stiles, on either sidejoined together with solvent cement adhesive etc., additional 5 mm thick.
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BOQ - Sechdule A Construction of Compound Wall at mmd np.doc
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