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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.6 Cr+₹3.1 L (2.02%)Rejected-Finance | ₹1.6 Cr+₹3.1 L (2.02%) | L2 | Rejected-Finance not L1 |
| 3 | L3₹1.6 Cr+₹9.9 L (6.40%)Rejected-Finance | ₹1.6 Cr+₹9.9 L (6.40%) | L3 | Rejected-Finance not L1 |
| 4 | L4₹1.7 Cr+₹12.4 L (8.02%)Rejected-Finance | ₹1.7 Cr+₹12.4 L (8.02%) | L4 | Rejected-Finance not L1 |
| 5 | L5₹2.1 Cr+₹55.6 L (35.9%)Rejected-Finance | ₹2.1 Cr+₹55.6 L (35.9%) | L5 | Rejected-Finance not L1 |
Tender Value
₹1.7 Cr
Closing Date
29 Jul 2024, 2:00 pmClosed
President CSC NIPHAD NASHIK MH KISANHELP FPC
CSC NIPHAD NASHIK MH KISANHELP FARMER PRODUCER COMPANY LTD RASALPUR TAL NIPHAD DIST NASHIK
CONSTRUCTION OF ONION STORAGE 1500 MT
2024_DOAWB_1030087_2
SMART/NSK/CSC/WORKS/04/2024
Open Tender
Civil Works
Item Rate
335 days
ATPOST RASALPUR TAL NIPHAD DIST NASHIK
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Exempted
HEAD DIU SMART NASHIK
29 Nov 2024
15 Jul 2024
31 Jul 2024
15 Jul 2024
29 Jul 2024
15 Jul 2024
22 Jul 2024
Amount
Civil Work
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 0.00 to 1.50 m.) By Manual Means (21.01/page no. 189)
Providing and laying Cast in situ/Ready Mix cement concrete 1:4:8 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)(24.01/Page No. 215)
Providing and laying Cast in situ/Ready Mix cement concrete M-20 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)(25.11/ page no. 219)
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap /granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. 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)(25.31/ page no. 221)
Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. 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 Grad ( 25.50/ Page No. 223)
Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. (23.04 / page no. 212)
Providing and fixing of colour coated Zincaluminium( R ) AZ150 ( min 150 gms/sq.mt.total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 mm, comprising of nominal 25mmexterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with sublet square fluting in the five pan at nominal 180-250 mmcenter- to-center. The end rib shall be designed for anti-capacity groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 600 mm girth (Surface Width).(38.35/ page no. 292)
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. (26.33 / Page no. 233)
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. (21.37/ Page No. 194)
Providing and erecting chain link fencing 1.8 M. height with G.I. chain link of size 40 x40 mm, 14 gauge thick and fixed 600 mm above ground level on vertical M.S. Pipe of 40x 40 x 1.2 mm size,@ top Bottom and Middle includind embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 2.4 M. c/c with iron bar 10mm dia as hold fast including welding link with angle frame at 2.4 m c/c with nuts and bolts and horizontal M.S. Pipe at top and bottom of including 3 coats of oil painting etc. complete. (BDW/46.39/page number 372)
Royality
Other Minerals
Testing
Sand a) site test
Sand b) gradation
Aggregate/crush material a) Water Absorption
Aggregate/crush material b) Sieve analysis
Aggregate/crush material c) Abraision Value
Aggregate/crush material d) Flakiness index and elongation Index
Aggregate/crush material e) Stripping Value
Aggregate/crush material f) soundness
Aggregate/crush material G) Bulk Density
Cement fineness, Standard consistancy, Specific Gravity, Setting Time Initial And Final
Cement concrete Compressive Strength
TMT Steel Tensile test, Yield Stress, Ultimate Tensile Test, % elongation Test, Bend Rebend Test , Wt per Rmt Test
Murrum a)Plasticity Index,
Murrum b) Field Density Of Compaction
ESHS PLan
ESHS Plan
K. K. INFRASTRUCTURE
RAVINDRA SAHEBRAO GHEGADE
M. K. CONSTRUCTION
M/s N K Varma
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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