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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | ₹1.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.7 Cr+₹2.5 L (1.46%)Rejected-Finance 00 BARGO BARGO SENDULI BENDULI GORAKHPUR UTTAR PRADESH 273016 | GORAKHPUR | UTTAR PRADESH | 273016 | ₹1.7 Cr+₹2.5 L (1.46%) | L2 | Rejected-Finance Being L2 |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
13 Jun 2022, 3:00 pmClosed
Chief Engineer
CED,BARC,Trombay,Mumbai
Construction of TG Shed and Mechanical utility shed, miscellaneous civil and area development works for SOTEF facility in Gamma Garden area , BARC, Trombay , Mumbai
2022_BARC_689903_1
BARC/CED/ET/10/2022-2023 Dated 19.05.2022
Open Tender
Civil Works
Item Rate
365 days
BARC, Trombay, Mumbai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹3.4 L
20 Sept 2022
20 May 2022
17 Jun 2022
20 May 2022
13 Jun 2022
25 May 2022
Amount
(a) From 0.00 to 1.50 m depth from Average Ground Level
(a) From 1.5 to 3.0 m depth from Average Ground Level
(a) From 3.0 to 4.5 m depth from Average Ground Level
(a) From 0.00 to 1.50 m depth from Average Ground Level
(a) From 1.5 to 3.0 m depth from Average Ground Level
(a) From 3.0 to 4.5 m depth from Average Ground Level
Labour charges for murum filling under floors of specified thick in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at site)
Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for post Anti-termite treatment to existing buildings as per manufacturers specifications and as directed by the Engineer-in-Charge. Work to be executed by approved agency and specified guarantee for 7 (Seven) years shall be furnished by the tenderer. Payment will be cleared only after submission of guarantee.
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 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
Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge
Providing and fixing at all levels precast members using cement concrete of Grade M-30 in copings and / or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge
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
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.
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. Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor manufactured by other than SAIL, RINL or TATA and approved brands of BARC only
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) , TATA or other approved brand 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 or other approved brand. 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
Providing and injecting approved non shrink cementitious grout in proportion recommended by the manufacturer into cracks, holes, honey comb area of concrete / masonry by suitable gun pump at required pressure including cutting of nipples after curing etc. complete as per direction of the Project Engineer. Note- The measurement will be made on the basis of actual weight of approved grout poweder utilized for grouting.)
Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels - In substructure
Extra for circular & curved shuttering
Fixing in position in RCC / masonry/ form work mild steel or stainless steel fabricated embedded parts supplied by the Department including transporting from the departmental stores, aligning / welding fixing in position, providing necessary supporting arrangements etc complete all as per drawings and specifications at all levels and as directed by the Engineer in charge Weighing Up to 100 kg
Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash / Flyash Lime bricks with minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.
Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.
Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site.-110 mm dia UPVC Pipes
Extra for cement punning for all types of mixes complete all as per specifications and as directed
Providing 20 mm thick water proof plastering in cement mortar 1:3 (using crushed sand) finsihed smooth without a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed at site.
Providing 6 mm thick cement plastering with C. M 1:3 in concrete surfaces (using crushed sand) finished with a floating coat of neat cement for bearing of RCC beams and slabs, including hacking of concrete surfaces with a pointed tool, scaffolding, finsihing, curing etc. complete as per specifications and as directed by the Engineer-in-charge
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 30 X 3mm glass 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, applying and finishing walls with two coats of premium fine textured exerior paint of required shade over new work including base coat of water proof cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge .On Plain plastered / concrete sufaces
Providing and Painting two coats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade with a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
Providing , supplying and fixing PREMOULDED Duraboard Supreme HD 100 ('CAPCELL' or other approved manufacture) for expansion joints including cutting, positioning, supporting, scaffolding & filling with approved sealing compound etc. at all levels substructure and Super structure complete as per drawings and specifications and as directed by the Project engineer at site. a) 50 mm thick ( for more than 50 mm thick joints Boards to be pasted together as per manufacturers specifications every 50 mm thick shall be measured and paid for.
Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m
Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.)
Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.)
Providing laying bituminous macadam of thickness 50 to 75 mm as directed on prepared surface with spcified graded crushed stone aggregate for profile corrective base / binder course including loading of aggregate with FE loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver to the requied level and grade and rolling with road rollers, as per specification to achieve the proper compaction but excluding the cost of primer / tack coat with bitumen of 60/70 grade (VG 20) @ 3.5% (percentage by weight of total mix)
Providing and laying dense bituminous concrete of thickness 25 to 40 mm as directed on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the requied level and grade and rolling with road rollers, as per specification, to achieve proper compaction but excluding cost of primer / tack coat with bitumen of grade 60/70 (VG 20) @ 7% (percentage by weight of total mix)
Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm
Providing and applying tack coat using hot straight run bituumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 kg / sqm
Fencing with RCC post placed at required distance, embedded in cement concrete blocks every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire 9.38 kg per 100 metres (min) between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post etc. complete as directed by the Engineer-in-charge. (cost of RCC posts, struts, earth work and concrete to be paid for separetely) : Payment to be made per metre cost of total length of barbed wire used With G.I. barbed wire 12 swg
Providing and fixing GI chain link fabric fencing Made of GI wire of dia 4 mm of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Engineer-in-charge.
Providing , fabricating and erecting in position CRIMPNET GATE with G.I. tubular frames, 50mm *8g G.I. crimpnet welded on 38 mm i/d G.I. pipes with angle iron frame, m. s. flat beading to hold crimpnet, m.s. channel supports including pivot type hinges, locking arrangements, tower bolts, embedding channel posts in cement concrete 1:3:6 including cost of scaffolding, excavation , pcc, form work and disposal of surplus soil, Painting the gates and all steel works with two coats of approved paint over a coat of primer complete generally as per specifications and drawings. ( Structural steel members will be measured under relevant item)
Providing& fixing G.I. pipes medium variety ( Class B ) for Crimpnet Gate etc. including cutting of pipes as required, bending & welding including painting with two coats of synthetic Enamel paint over a coat of steel primer etc. complete.
Supplying & fixing in position 50mm * 8 gauage G. I. Crimpnet welded to pipes with G. I. pipe / Angle frame using M.S. Flat beading of 40*8 mm to hold crimpnet including cost of M. S. flats, scaffolding all material & labour etc. complete as per specifications. ( Area of CRIMPNET Mesh alone will will be measured for payment )
Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.
150 mm Dia RCC Hume pipe class Np2
250 mm Dia RCC Hume pipe class Np2
450 mm Dia RCC Hume pipe class Np2
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
Cutting road and makng good the same including supply of extra quantities of materials i.e. aggregate, moorum, screening, grit and labour required
Bituminous Portion
Water Bound Macadam
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 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 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
Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead
Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Note: The rate in respect of Item Nos 50 is applicable for NET Quantities arrived at after making deduction for voids @ 30% for debris and 20% for soil from corresponding TRUCK Measurement
In Soil up to 1 km
Debris up to 1 km
MARUTI ENTERPRISES
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