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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹54.9 L−₹26,172.72 (0.47%)Accepted-AOC 1194 27C KAMALA CLASSIC APARTMENTS GHOLE RD SHIVAJINAGAR PUNE MAHARASHTRA 411005 | PUNE | MAHARASHTRA | 411005 | H3 | Accepted-AOC First Lowest bidder M/s. SAI SAMARTH IRRIGATORS has been awarded for this contract. | |
| 2 | H1₹55.2 LRejected-Finance 1 FLOOR BLOCK NO 2 KADBA MARKET AHMEDNAGAR AHMEDNAGAR MAHARASHTRA 414001 | AHMEDNAGAR | MAHARASHTRA | 414001 | H1 | Rejected-Finance This bidder has been quoted 1st highest amount for this tender. There for this bidder has been Rejected for this tender. | |
| 3 | H2₹55.0 L−₹14,009.40 (0.25%)Rejected-Finance 1194 27C KAMALA CLASSIC APARTMENTS GHOLE RD SHIVAJINAGAR 87669 PUNE MAHARASHTRA 411005 | PUNE | MAHARASHTRA | 411005 | H2 | Rejected-Finance This bidder has been quoted 2nd highest amount for this tender. There for this bidder has been Rejected for this tender. |
Tender Value
₹55.0 L
EMD Value
₹55,046
Closing Date
21 Aug 2024, 5:00 pmClosed
Chief Officer, Jawhar Municipal Council
Jawhar Municipal Council Office, Jawhar
Construction of North West Side Stepped Seating Work for Beautification at Jai Sagar Dam At-Jawhar Taluka Jawhar District Palghar.
2024_DMA_1070315_1
Ow/E-Notice/1516/2024-25-3
Open Tender
Civil Works
Item Rate
90 days
Jawhar
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
₹55,046
6 Nov 2024
14 Aug 2024
22 Aug 2024
14 Aug 2024
21 Aug 2024
14 Aug 2024
Amount
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
Royalty charges - Sand
Royalty charges - Other Material
Concrete - Compressive Strength - Cube
Crushed Metal - Basic Test
Comboned Flakiness and Elongation of Single Metal
Cement - Standard Consistacny, Fineness, Specific Gravity, Setting Time (Initial and Final) Compressive Strength
Sand - Fineness Modulus, Silt and Clay Content
Murum in Plinth - Plasticity Index
Rubble - Crushing Value / Compressive Strength, Water Absorption and Specific Gravity
Steel - Tensile Strength, Yield Stress, Ultimate Tensile Stress, % Elongation, Weight per Running Meter, Bend / Rebend Test (Set of 3 Bars) Upto 16 mm
Concrete Mix Design (With all Tests on Basic Materials)
Electricity charges.
SAI SAMARTH PLAYING EQUIPMENTS
SAI SAMARTH IRRIGATORS
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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