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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC NA ROHIT TYAGI BEGUM BRIDGE MEERUT BEGUM BRIDGE BEGUM BRIDGE MEERUT UTTAR PRADESH 250001 | MEERUT | UTTAR PRADESH | 250001 | ₹4.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹4.3 Cr+₹17.0 L (4.14%)Rejected-Finance 4 91C BYPASS ROAD PUDUKOTTAI THOOTHUKUDI THOOTHUKUDI TUTICORIN THOOTHUKUDI TAMIL NADU 628103 | TUTICORIN | TAMIL NADU | 628103 | ₹4.3 Cr+₹17.0 L (4.14%) | L2 | Rejected-Finance Being L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not meeting NIT Criteria |
| 4 | Rejected-Technical ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | - | - | Rejected-Technical Not meeting NIT Criteria |
Tender Value
₹4.4 Cr
Closing Date
10 Nov 2021, 3:00 pmClosed
CE, CED
CED, BARC, Trombay, Mumbai
Construction of 600 KL Semi Under Ground Water Tank For SOMP at Pazhayakayal, Tuticorin, Tamilnadu.
2021_BARC_652163_1
BARC/CED/ET/ 27 /2021-2022 Dated 07.10.2021
Open Tender
Civil Works
Item Rate
548 days
SOMP, Tamilnadu
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
Exempted
SOMP site office
18 Feb 2022
11 Oct 2021
11 Nov 2021
11 Oct 2021
10 Nov 2021
30 Oct 2021
12 Oct 2021 - 20 Oct 2021
22 Oct 2021
Amount
All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
All kinds of soft rock with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
All kinds of soft rock with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
All kinds of soft rock with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
All kinds of hard rock with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
All kinds of hard rock with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this Item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements. 2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
Lead charges for 1st 1 kilometre or part thereof
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) or M-10 with minimum cement content of 220 Kg/m3 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 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) or M-15 with minimum cement content of 320 Kg/m3 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 at all level 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- For item of RCC (i) In view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based super plasticizers) shall be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost. iii) Minimum cement content .
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 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 Project Engineer.
Up to and including 300 mm Joists, 350 mm channels, and below sections using materials produced by SAIL , RINL (Vizag Steel) and Main manufacturer only all test reports to be provided along with the supply of the materials
Providing, Fabricating and Fixing in position in RCC / Masonry Mild steel/ Galvanized or Stainless steel fabricated Plate Eps / Pipe Eps with approved type Flanges of specified diameter and length with puddle Flanges made of 6 mm thick M.S. / SS Plates including , aligning, fixing in position, providing necessary supporting arrangements etc complete all as per drawings and specifications and as directed by the Project Engineer.
Stainless steel Pipes with flanges 304 Grade
Hot dip galvanised m.S. pipes with Flanges
Stainless steel Plate Eps with lugs of SS 304 grade
Mild steel Plate Eps with lugs NOTE: 1. Contractor shall use approved Make of materials and to be ap 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates.proved by the Engineer in Charge befor procurement. 2. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 4. Welding Electrodes manufactured by M/s. Advani Oerlicon / ESAB India & D& H of specified suitable grade only shall be used. 5. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted . 6. Flanges to be of approved type & standards
Providing , centering, shuttering Form work at all level 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
Providing and constructing brick masonry at all lifts using well burnt stock bricks in cement mortar 1:6 including scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following floors.
For basement and ground floor
For First floor
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.
Providing 15 mm thick External 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.
Providing 40mm thick concrete flooring with metallic concrete hardner topping at all levels and floors consisting of underlayer of 28mm thick cement concrete 1:1:2 (1 part Cement : 1 part Fine aggregate : 2 part Coarse aggregate of 12.5mm and below size) by volume, top layer of 12mm thick 1:2 mix (1 part cement with metallic hardener of Hardonate / Ironite or approved equivalent : 2 parts of stone aggregate of 6mm nominal size by volume) (metallic hardener and cement mixed ratio is 1:4) prepared as per manufacturer's instructions including chipping the concrete surface, finishing, curing, providing aluminium dividing strips, cleaning the surface neatly at the time of handing over the area etc. complete all as per specifications and drawings.
Providing and Laying Minimum 25 mm thick uniform shade Kotah stone treads and risers of steps, skirting,window sills in single length up to 2.00 metres length slab dado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finish complete as per specifications and drawings.
Supplying, Stacking and Laying of 230 mm Thick Soling stones under Floor base including packing with smaller stone and compacting with Hand roller / Floor compactor including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge.
Providing and fixing anodized aluminium (Anodised transparent or dyed to required shade according to IS:1868 Minimum Anodic coating of grade AC 15) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z Sections and other sections of approved make conforming to IS:733 and IS:1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required. (fittings, Glazing and panelling shall be paid for separately) NOTE : 1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for.
Anodised Aluminium (Anodised transparent or dyed to required shade according to IS 1868 Minimum Anodic coating of grade AC 15)
Providing and fixing glazing with 6mm thick clear Float glass pane in aluminium doors, window, ventilator shutters and partitions etc with Neoprene gasket including cost of neoprene gasket complete as per the drawings and directions of the Engineer-in-Charge.
Providing and laying integral box type cement based treatment for water proofing on horizontal surfaces & inclined surfaces at all depth below ground level for under ground structures including testing for leak-proof ness with guarantee for a period 10 years etc. complete as directed by Engineer-in-charge and consisting of : i) 1st layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone (Using Shahabad stone /Cuddapah ( In Lifts at Below GL)) aggregate of 10 mm to 12 mm nominal size spreading @ 8 kg/sqm thoroughly embedded in the 2nd layer all complete as directed Engineer-in-charge.
Providing and laying integral box type cement based treatment for water proofing on vertical surfaces by fixing specified stone (Using Shahabad stone /Cuddapah ( In Lifts at Below GL)) slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels including testing for leak-proof ness with guarantee for a period 10 years etc. complete and as directed by Engineer-in-charge.
Providing and Placing in position Dumb bell with central bulb 225mm wide PVC water stops conforming to IS:12200 of Deep-Jyoti or equivalent for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations (i) Applying and grouting a slurry coat of neat cement using 2.75 kg /sq.m of cement admixed with proprietary water proofing compound confirming to IS:2645 over RCC slab including adjoining walls up to 300mm height including cleaning the surface before treatment (ii) Laying brick bats with mortar using broken brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS:2645 and approved by Engineer-in-charge over 20mm thick layer of C.M 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300mm height including rounding of junctions of walls and slabs. (iii) After 2 days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound confirming to IS:2645 and approved by Engineer-in-Charge. (iv) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS:2645 and approved by Engineer-in-charge including mixing 'RECRON 3S' fibre at the rate of 125 grams per 50kg of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm square, 3mm deep. (v) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order and as directed and as specified by the Engineer-in-Charge.
With Average thickness of 120mm and minimum thickness at khurra as 65mm
Average 65mm Thick for Chajjas
Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
Providing, Painting, Finishing walls with two coats of Premium Acrylic smooth exterior paint on sand face plaster / plain plaster & concrete surfaces with Silicone additives (APEX ULTIMA of Asian paints or equivalent approved make) of required shade including a coat of suitable primer, applying putty, preparation of the surfaces, scaffolding complete as per specifications and as directed by the Project Engineer.
Providing and laying non pressure NP2 class RCC Hume pipes of approved equivalent 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
Supplying and fixing in position of heavy quality Cast Iron manhole frame and cover, steps etc of specified weight for the inspection chamber, valve chamber etc. all as per specifications and as directed by the Engineer-in-Charge.
Providing, supplying, fixing in position in walls Rain water down take pipes using Centrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoes etc for Rain water down take pipes Confirming to IS.3989 (NECO or approved equivalent make) including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes,painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.
150 mm C.I . Rainwater down take pipe with 1.20 Kgs lead per joint (pipe as per IS 3989)
Providing , supplying, and fixing Vent pipes using Galvanized Iron 'C' class Exclusive TATA make 150 mm N/b of pipe length 1100 mm and 2 nos G.I. Elbow with a Puddle Flange of size 350mmx 350mm x 6 mm thick M.S plate by welding, All pipe joints shall be of threaded joints and fixing in RCC Slab all as per drawing and specifications and as directed at site. Including painting the pipes with 2 coats of synthetic enamal paint over a coat of primer with Mosqito proof jally made of stainless steel .
G.I. Vent pipes
Supplying, fabricating and fixing Mosquito Proof jally as per drawings made of Stainless steel Flange of Schedule- 40 1 no, Stainless steel plain flange 1 No. and Stainless steel mesh Mosquito proof made os AISI 304 grade 0.30 mm thick wires. With rubber gaskets . all as per drawings. Fabrication drawings to be prepared by the contractor and got approved by the Engineer in charge. ( Entire fabricated jally will be weighed and paid for)
Providing and fixing Ladder 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 . A sample to be fabricated and to be got approved by the Architect/ Project Engineer before starting of work at site . This work to be executed through approved specialized agency.
Providing and fixing hand rail using Galvanized Iron Steel pipes of ISI Marked of approved size and make and quality by welding etc. to steel ladder railing, balcony railing & staircases railing including Including painting the pipes with 2 coats of synthetic enamal paint over a coat of primer etc. complete as per specifications.
Providing and fixing 50mm thick Aluminium Flush Door Shutter consisting of 2 mm thick colour anodized Aluminium Sheets (15 micron), 37 mm wide Aluminium frame work inside filled with glass wool 50 mm thick compressed to 37 mm including all furniture fittings, 4 Nos SS Heavy duty hinges of size 125 mm with SS Screws, Godrej make 6 lever mortise lock with "C" handles, 1 No 250 X 12 mm long Aluminium tower bolt including vision panel of approved size with 5 mm thick toughened glass as per drawings complete manufactured by M/s. Sun Fabricators / M/s. Alufin or approved equivalent complete as per approved fabrication drawings and as directed by the Engineer-in-charge Rate shall also include for grouting the frame with Cement concrete at the Joints between Wall & frame to the required thickness as per manufacturer's specifications and fixing in walls with Hold fast / Anchor fastners.
Providing plastering in cement mortar 1:4, 15mm thick at all elevations with 2% of water proofing compound or as per manufacturers specification, ‘Impermo’ or approved equivalent make including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, all as per specifications.
Providing and fixing in position 50mm thick Thermocole board heavy density minimum 18.00 Kg/Cu.m weight wrapped in 200micron thickness polythene sheets and placing in machine foundation works complete all as per specifications, drawings & as directed by the Engineer-in-charge.
Providing and fixing in position 25mm thick bitumen impregnated fibre board (Shalitex or approved equivalent) confirming to IS:1838 in expansion joints complete as per specifications and drawings and as directed by the Engineer-in-charge.
Providing and fixing 3mm thick Aluminium sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment including all materials, labour, scaffolding complete as per drawings and specifications.
150mm wide 3mm thick anodized aluminium sheet to the shape.
300mm wide 3mm thick anodized aluminium sheet to the shape.
Providing supplying and sealing the Expansion Joints with Gungrade Polysulphide sealant suitable for RCC Construction Joints of 'MASTERFLEX 700i of BASF construction Chemicals make' or approved equivalent by removing the expansion joint board up to 25mm deep and cleaning the surface neatly and filling Gungrade sealent up to 25mm deep to the lines and levels complete all as per manufacturers specifications and as directed by the Engineer-in-Charge.
50mm wide expansion Joints
Providing and applying first coat of primer with ready mixed red oxide primer and second coat of primer with ready mixed red oxide zinc chromate primer and third coat of synthetic enamel paint of approved brand and manufacturer on steel works including preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
Providing and forming dry stone pitching of 230mm thick over the filled earth surface including laying to the required grade and slope, packing and filling the intersects with broken stone and gravel, watering, compaction etc., complete in all respects all as per specification and as directed by the Engineer-in-Charge.
Providing Flush pointing over the random rubble masonrywall / in dry stone pitching wall cement mortar 1:3 at all levels including scaffolding, curing, forming grooves wherever necessary all as per specifications, drawings and as directed by Engineer-in-Charge.
IMMANUEL AND CO
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