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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAdmitted-Finance | ₹5.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.6 Cr+₹24.3 L (4.52%)Admitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹5.6 Cr+₹24.3 L (4.52%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L2 | M/S DATTATRAY CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Digging/Drilling of bore holes upto the depth 8.0 meter by machine in all kind of soil, sand, clay murrum, soft rock and hard rock etc. complete, truly vertical with equipment and labour etc. complete in all respect as per direction of engineer-in-charge:- Bore hole of (200mm dia) 8” dia (final depth will be decided by EIC ) | 448 | M | 687 ₹3,07,776 | 600 ₹2,68,800 Lowest |
| 2.00 | Providing and Lowering of PVC casing pipe confirming to IS make upto the top of Hard rock and placing MS hollow pipe in side the boreholes upto full depth complete in all respect as per direction of engineer-in-charge:- a. PVC casing pipe of (200mm dia) 8” dia having wall thickness 2mm to 3mm. If rock not encountered casing will be placed upto full depth of boreholes as per direction of engineer in charge.(MS pipe will be measured under structural steel items.) | 448 | M | 1,937 ₹8,67,776 | 1,550 ₹6,94,400 Lowest |
| 3.00 | Providing,laying and grouting in position self flow cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 8 to 10 mm) for pouring in 200 mm dia bore holes and hollow Tubes, including consolidation, finishing, curing etc. complete as per specification and drawings (Self flow concrete design will be submitted by the contracting agency for prior approval of EIC) | 448 | M | 475 ₹2,12,800 | 380 ₹1,70,240 Lowest |
| 4.00 | Removing of casing pipe and dismantling of concrete around the MS tube upto final excavation level.Making MS tubes surface neat and clean for welding of MS sheet all,with equipment and labour etc. complete in all respect as per direction of engineer-in-charge . | 280 | M | 55 ₹15,400 Lowest | 75 ₹21,000 |
| 5.00 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge | 13 | Cu.M | 600 ₹7,800 Lowest | 800 ₹10,400 |
| 6.00 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge | 76 | Cu.M | 1,500 ₹1,14,000 | 1,100 ₹83,600 Lowest |
| 7.00 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge | 51 | Cu.M | 600 ₹30,600 Lowest | 900 ₹45,900 |
| 8.00 | Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead - Bituminous Road | 12 | Cu.M | 250 ₹3,000 Lowest | 800 ₹9,600 |
| 9.00 | Dismantling manually / by mechanical means including stacking of serviceable materials and disposal of unserviceable materilas within 200 m lead as per direction of Engineer-in-charge - WBM Road | 136 | Cu.M | 250 ₹34,000 Lowest | 500 ₹68,000 |
| 10.00 | Dismantling cement asbestos, Celotax or other hard board ceiling or partiton walls including stacking of serviceable materials and disposal of unserviceable materilas within 100 m lead | 60 | Sq.M | 70 ₹4,200 Lowest | 72 ₹4,320 |
Tender Value
₹5.9 Cr
EMD Value
₹11.8 L
Closing Date
5 Aug 2022, 3:00 pmClosed
GM INRPO
BARC,Tarapur
Construction of LWTP augmentation building
2022_NRB_700047_1
BARC/NRB/INRPO/TWMP38/2022/154
Open Tender
Civil Works
Item Rate
730 days
BARC, Tarapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹11.8 L
14 Dec 2022
19 Jul 2022
8 Aug 2022
19 Jul 2022
5 Aug 2022
29 Jul 2022
Amount
Digging/Drilling of bore holes upto the depth 8.0 meter by machine in all kind of soil, sand, clay murrum, soft rock and hard rock etc. complete, truly vertical with equipment and labour etc. complete in all respect as per direction of engineer-in-charge:- Bore hole of (200mm dia) 8” dia (final depth will be decided by EIC )
Providing and Lowering of PVC casing pipe confirming to IS make upto the top of Hard rock and placing MS hollow pipe in side the boreholes upto full depth complete in all respect as per direction of engineer-in-charge:- a. PVC casing pipe of (200mm dia) 8” dia having wall thickness 2mm to 3mm. If rock not encountered casing will be placed upto full depth of boreholes as per direction of engineer in charge.(MS pipe will be measured under structural steel items.)
Providing,laying and grouting in position self flow cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 8 to 10 mm) for pouring in 200 mm dia bore holes and hollow Tubes, including consolidation, finishing, curing etc. complete as per specification and drawings (Self flow concrete design will be submitted by the contracting agency for prior approval of EIC)
Removing of casing pipe and dismantling of concrete around the MS tube upto final excavation level.Making MS tubes surface neat and clean for welding of MS sheet all,with equipment and labour etc. complete in all respect as per direction of engineer-in-charge .
Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge
Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge
Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead - Bituminous Road
Dismantling manually / by mechanical means including stacking of serviceable materials and disposal of unserviceable materilas within 200 m lead as per direction of Engineer-in-charge - WBM Road
Dismantling cement asbestos, Celotax or other hard board ceiling or partiton walls including stacking of serviceable materials and disposal of unserviceable materilas within 100 m lead
Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc.
Dismantling the following dia of C.I pipes including excavation, taking out the pipes manually / by mechanical means, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Engineer-in-charge
75 mm Dia to 200 mm Dia C. I pipe
Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.
Debris Beyond 2 Km but up to and including 3 km
From 0.00 to 1.50 m depth from Average Ground Level
Additional Depth for 1.50 m i.e from 1.5-3.0m
Additional Depth of 1.50 m i.e from 3.0-4.5 m
Additional Depth of 1.50 m i.e from 4.5- 6.0 m
Additional Depth of 1.50 m i.e from 4.5- 6.0 m
Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc.
For soil
Murum filling under floors of specified thickness in layers of not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought from out side campus of BARC)
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 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
Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels
Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement 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.
In super structure up to 20.00 metre height
Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), 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
Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants
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 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 Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge
Up to and including 300 mm Joists, 350 mm channels, and below sections using materials produced by SAIL / RINL (Vizag Steel) / TATA. All test reports to be provided along with the supply of the materials
Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge
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 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. ( In superstrusture at all height above floor height of 4.50 meter and upto 20.00 meter.)
Extra for additional height in centering, shuttering where ever required with adequate staging, bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 4.50 m, for every additional height of 2.0 meter or part thereof as per specification, and instruction of engineer in charge -Suspended floor,roofs,landing, beams and balconies (Plan area inside the building is to be measured) NOTE - For item 29-(d)- This item will be a part of item 29 -© Plan area over every 2.00 meter height will be considered for measurement. Last end from the bottom of slab Less than 2.00 meter height will not be considered
Providing , centering ,shuttering Form work by using steel plates, timber planks for PCC and minor structures including necessary strutting, proping, without staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Enginner-in-charge
For Sub Structure (applicable for Minor work & PCC only)
Providing and laying 50 mm thick cement concrete flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 25 X 3 mm aluminium strip,This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings.
Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-charge
Brick work in Super structure with standard bricks in C.M 1:6 Using crushed Sand
Providing patented cement based water proofing treatment from outside to Basement, lift pits, trenches, and other underground structures during construction, consisting of a water proof layer over cement concrete 1:3:6 bedding finished with Rough Shahbad stone of about 20 mm thick, well pointed in the joints with cement and approved make waterproofing compound as per manufcturer's specification and continuing the treatment after completion of floor slab & side walls on the outer face of walls up to 300 mm above the adjacent ground level complete as directed by the Engineer-in-charge. The total treatment of waterproofing treatment shall be around 75 mm for floors and 35 to 40 mm thick for walls.
From 0.00 to 6.0 m depth using river sand / crushed sand
Providing cement based water proofing treatment to the new terraces, chajjas, cleaning the concrete surfaces, giving injections to the top slab as required with cement and approved waterproofing compound solution to fill up all inherient holes, voids, honeycombs etc. in the concrete slab, setting brickbat coba in waterprrof mortar with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300 mm in thew shape of vattas, with waterproof plaster finished smooth with trovel in cement / geru with false markings of 300 mm squares complete as directed by the Engineer-in-charge
With Average thickness of 120 mm and minimum thickness at khurra as 65 mm using river sand / crushed sand
Providing 20 mm thick External plastering in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand) finished with a top layer 8 mm thick in C. M 1:3 (using crushed sand) including approved water proofing compound @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, scaffolding up to 10 metres height, finishing, curing etc. complete as per specifications. and as directed by the Engineer-in-charge
Providing 15 mm thick Internal plaster in cement mortar 1:4 without cement punning (using Crushed Sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete.
Extra for cement punning for all types of mixes complete all as per specifications and as directed
Providing and laying Self levelling Epoxy flooring , including preparation of the surface, primer coat,screeding & levelling coat and finishing coat with Polyurethene coat of approved colour and shade of approved make all as per manufacturers specifications complete as directed at site by the Engineer-in-charge (This Job to be carried out through a specialized approved agency) (a) 3 mm thickness
Providing , painting and finishing walls with two coats of exterior emulusion paint of approved make on sand face plaster/ plain plaster & concrete of required shade over new work including base coat of water proofing cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge.
Providing and painting two (or) more coats with Epoxy paint at all locations prepared and applied as per manufacturer' specifications including a priming coat if specified by the manufacturer, preparation of surface by cleaning with wire brush and rubbing with sand paper to remove dust, dirt etc, after first coat Epoxy based trowelling compound if required, including preparation of the surface by scrapping, applying sand paper,by cleaning with wire brush and rubbing, making free of rust, dirt etc. filling the holes, joints, cracks if any etc. complete.all as per manufacturers technical data and as directed at site to acheive 200 micron film thickness (50 micron primer coat + 150 micron finishing coat).
Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles, 250 mm long stailless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge
Providing and Fixing Anchor Fastner of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings.
16 mm diameter 100 mm Long
16 MM diameter 150 mm Long
Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 met. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as directed by the Engineer-in-charge
Galvalume sheet roofing 0.50 mm Thickness in Single sheet
Providing and fixing precoated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete.
Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons,and flashings
DIPAK S PIMPLE ENGINEERS AND CONTRACTORS
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