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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 Tenderer |
| 2 | L2₹1.1 Cr+₹2.8 L (2.55%)Rejected-Finance | ₹1.1 Cr+₹2.8 L (2.55%) | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹1.2 Cr+₹7.7 L (6.98%)Rejected-Finance | ₹1.2 Cr+₹7.7 L (6.98%) | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹1.2 Cr+₹11.9 L (10.7%)Rejected-Finance | ₹1.2 Cr+₹11.9 L (10.7%) | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹1.4 Cr+₹29.2 L (26.3%)Rejected-Finance | ₹1.4 Cr+₹29.2 L (26.3%) | L5 | Rejected-Finance Other than L1 |
Tender Value
₹1.1 Cr
Closing Date
26 May 2021, 4:00 pmClosed
DGM (Contracts and MM)
ES/Contracts, BEL, Bangalore
Rejuvenation of Lake, Construction of Check Dams and other Works at MM Hills Wildlife Sanctuary, Karnataka
2021_BEL_85858_1
05/900010/1021
Open Tender
Civil Works
Item Rate
365 days
ES/Contracts, BEL, Bangalore
Please refer tender documents
8 documents required · 8 mandatory
₹0
Exempted
Video Conference.
5 Aug 2021
5 May 2021
27 May 2021
5 May 2021
26 May 2021
5 May 2021
5 May 2021 - 10 May 2021
11 May 2021
Amount
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including lo ading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge .All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in de pth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, ke rbs and steps etc.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Steel Reinforcement for R.C.C work including straighting, cutting, bending, placing in position and binding all complete. Thermo- Machanically treated bars of grade Fe-500D or more (Basic price of steel is Rs 46/Kg)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, r etard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge . All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, r etard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All works above plinth level upto floor V level
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coar se sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) Cement mortar 1:6 (1 cement : 6 coarse sand)
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cem ent concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement:6 coarse sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Earth work in excavation for removing earth from the water body/lake upto a depth of 600 (approx) and dumping the excavated earth i n the centre of the lake for making islands and along the existing embankment in layers so as to increase the height and width of th e existing embankment, including rolling the band with 8 to 10 T vibro rollers under optimum moisture conditions including transport ing the excavated earth upto band and islands. The balance excavated earth to be dumped in the centre of the lake for making the isl ands etc complete as per the direction of Engineer in charge
Rolling the excavated bed of lake with 8 to 10 MT vibro roller under Optimum moisture conditions and then again rolling the same wit h 8 to 10 MT vibro roller after filing with clay layer, so as to create a impermeable surface at the bottom of water body etc comple te (Note: This item consists of 2 times rolling with 8 to 10 T Vibro rillers. One time before filling the clay and 2nd time after fi lling the clay)
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and simi lar works,including applying priming coat of approved steel primer and two coats of synthetic enamel .M.S. tube
K KALAPPA
RG INFRAPROJECTS PRIVATE LIMITED
Neostar Ventures
RNR Constructions Private Limited
R K BUILDERS
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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