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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹2.2 L (0.58%)Admitted-Finance | ₹3.9 Cr+₹2.2 L (0.58%) | L2 | Admitted-Finance |
| 3 | L3₹3.9 Cr+₹7.6 L (1.96%)Admitted-Finance | ₹3.9 Cr+₹7.6 L (1.96%) | L3 | Admitted-Finance |
| 4 | L4₹4.3 Cr+₹48.9 L (12.7%)Admitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹4.3 Cr+₹48.9 L (12.7%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L4 | VIJAY S PIMPLE L3 | M/S DATTATRAY CONSTRUCTION L2 | M/s. P.N.MORE L1 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge | |||||||
| 1.10 | From 0.0 to 1.5 m depth below average G.L. | 1,965 | Cu.m | 78 ₹1,53,270 Lowest | 80 ₹1,57,200 | 85 ₹1,67,025 | 100 ₹1,96,500 |
| 1.20 | From 1.5 to 3.0 m depth below average G.L. | 1,834 | Cu.m | 85 ₹1,55,890 Lowest | 125 ₹2,29,250 | 95 ₹1,74,230 | 100 ₹1,83,400 |
| 1.30 | From 3.0 to 4.5 m depth below average G.L. | 1,441 | Cu.m | 103 ₹1,48,423 | 200 ₹2,88,200 | 105 ₹1,51,305 | 100 ₹1,44,100 Lowest |
| 2.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. | |||||||
| 2.10 | From 1.5 to 3.0 m depth below average G.L | 131 | Cu.m | 138 ₹18,078 | 150 ₹19,650 | 115 ₹15,065 Lowest | 450 ₹58,950 |
| 2.20 | From 3.0 to 4.5 m depth below average G.L. | 262 | Cu.m | 166 ₹43,492 | 250 ₹65,500 | 135 ₹35,370 Lowest | 600 ₹1,57,200 |
| 3.00Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. | |||||||
| 3.10 | From 4.5 to 6.0 m depth below average G.L. | 262 | Cu.m | 450 ₹1,17,900 | 300 ₹78,600 Lowest | 500 ₹1,31,000 | 900 ₹2,35,800 |
| 4.00Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking /levelling etc. | |||||||
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
26 Aug 2022, 3:00 pmClosed
PM, INRPO
BARC,Tarapur
Construction of Concrete Pedestals in Zone VI area at SWMF
2022_NRB_704507_1
BARC/NRB/INRPO/SWMF44/2022/179
Open Tender
Civil Works
Item Rate
365 days
BARC, Tarapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9.4 L
Yes
16 Nov 2022
4 Aug 2022
29 Aug 2022
4 Aug 2022
26 Aug 2022
16 Aug 2022
Amount
From 0.0 to 1.5 m depth below average G.L.
From 1.5 to 3.0 m depth below average G.L.
From 3.0 to 4.5 m depth below average G.L.
From 1.5 to 3.0 m depth below average G.L
From 3.0 to 4.5 m depth below average G.L.
From 4.5 to 6.0 m depth below average G.L.
Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking /levelling etc.
Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge
Providing and laying in position cement concrete of 1:4:8 (1 cement, 4 crushed sand, 8 graded stone aggregate of maximum size 20 / 40 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels
Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. Note: (1) Form work & reinforcement steel shall be measured and paid for separately under relevant item.
In sub-structure (up to plinth level)
In super-structure (above plinth level up to 20 m height.)
Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor
Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL or TATA make only using virgin materials
Providing, fabricating and erecting form work (For Plant buildings and mass reinforced concrete work only) at all levels and places wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by Engineer in charge. Cost to include designing of proper form work and staging system to suit the requirements,Submission of design calculations and shop drawings for approval,sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cutouts/ pockets, applying deshuttering chemical, Deshuttering as per specification and instruction of Engineer in charge etc., complete including cost of material ,labour and staging/scaffolding at all levels, heights and profiles
Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundations, footings, bases of column, Walls, (any thickness) and beams including attached pilasters, butteresses, plinth and string courses etc. , for mass concrete including cost of all materials, labour. complete as per specifications. all upto plinth level (Applicable for mass reinforced concrete work only)
Providing and fixing centering and shuttering and removing for concrete work ( reinforced concrete only) including strutting, propping, bracing, bolting tie bolt / spring coil / plastic cone, wedging, easing, striking, removal and for coating with approved mineral shutering oil ( REEBOL of FOSROC / equivalent ) to prevent adhesion etc, complete. ( All works above plinth level upto floor height of 4.50 meter.)
Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications.
Using materials produced by the own plants of SAIL , RINL (Vizag Steel) and TATA only using virgin materials. All test reports to be provided along with the supply of the materials
Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawings complete all as directed at site by the Engineer in charge. (Note- High strength structural bolt conforming to IS-3757.)
Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in-Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels
M/S DATTATRAY CONSTRUCTION
VIJAY S PIMPLE
DIPAK S PIMPLE ENGINEERS AND CONTRACTORS
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