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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance NO 74 SADRAS MAIN ROAD NARASANKUPPAM VILLAGE 603109 MULLIKULATHUR POST THIRUKKAZUKUNDRAM TALUK CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603109 | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹14.6 L (4.05%)Admitted-Finance | ₹3.7 Cr+₹14.6 L (4.05%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 Cr+₹55.2 L (15.3%)Admitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹4.2 Cr+₹55.2 L (15.3%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L3 | DAMU CONSTRUCTIONS L2 | VNV ENGINEERS AND CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. | 130 | Sq.m | 7 ₹910 | 6 ₹780 Lowest | 6 ₹780 Lowest |
| 2.00 | Removal and relaying of G.I. chain link fencing by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 1 km lead as per direction of Engineer-in-charge. | 80 | Sq.m | 250 ₹20,000 | 150 ₹12,000 | 100 ₹8,000 Lowest |
| 3.00Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling, ramming and achieving 95% modified proctor density at the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.) Note: 1. Proper compaction shall be carried out at the founding level with a suitable roller of adequate capacity. 2. Refilling shall be done in layers of not more than 300mm (loose). | ||||||
| 3.10 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 1,125 | Cu.m | 630 ₹7,08,750 | 500 ₹5,62,500 | 200 ₹2,25,000 Lowest |
| 3.20 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 100 | Cu.m | 740 ₹74,000 | 600 ₹60,000 | 250 ₹25,000 Lowest |
| 4.00 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm, each layer well rammed and consolidated including water consolidation etc complying with standard specification.
Note :
1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor.
2) The quality of earth required for the work shall be got approved for borrow pits outside the property within a lead upto 60 km from EIC before supply.
3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. | 2,000 | Cu.m | 1,500 ₹30,00,000 | 850 ₹17,00,000 Lowest | 1,300 ₹26,00,000 |
| 5.00 | Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. | 20 | Cu.m | 7,850 ₹1,57,000 | 7,300 ₹1,46,000 | 3,000 ₹60,000 Lowest |
| 6.00Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-charge. | ||||||
| 6.10 | for Grading-I material | 175 | Cu.m | 1,480 ₹2,59,000 | 1,300 ₹2,27,500 Lowest | 1,800 ₹3,15,000 |
| 7.00 | Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility.
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | 225 | Cu.m | 8,780 ₹19,75,500 | 7,500 ₹16,87,500 Lowest | 7,500 ₹16,87,500 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
28 Aug 2024, 4:00 pmClosed
Project Director
Office of the Project Director, FRFCF-NRB, Kalpakkam.
Development works at Main Entry and Exit Gate of FRFCF project site, Kalpakkam
2024_BARC_820048_1
NRB/FRFCF/CIVIL/2024-2025/029
Open Tender
Civil Works - Others
Item Rate
244 days
FRFCF, Kalpakkam
Please refer tender document
8 documents required · 8 mandatory
₹0
₹7.8 L
9 Oct 2024
7 Aug 2024
30 Aug 2024
7 Aug 2024
28 Aug 2024
9 Aug 2024
8 Aug 2024 - 27 Aug 2024
Amount
Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth.
Removal and relaying of G.I. chain link fencing by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 1 km lead as per direction of Engineer-in-charge.
All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-charge.
for Grading-I material
Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, Transom&mullions, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
M30 grade with 380 kg of PPC per cu.m. of concrete
Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, etc, in controlled reinforced cement concrete of M30 grade using 20mm and below machine crushed graded stone aggregate including making perforations in precast slab as per drawing weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork, moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer. Note: 1. The rate shall be quoted on the basis of using 380 Kg. of PPC Cement per cu.m. of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate specified in schedule F. 2. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture confirming to IS:9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 3. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
Providing straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts. Note: The rate shall be including the cost and testing of reinforcement steel at thrid party NABL lab. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 11 of Section VIII, General Information for Guidance of Tenderers.
Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels for transom & mullions including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted.
Supplying, fabricating, erecting and fixing in position at all levels, curved centering and shuttering to correct line and levels for transom & mullions including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted.
Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment's/pipe and sleeves/penetration etc. Using MS angles, channels, I-sections, plates, tees, flats, rounds, MS/CS pipes,square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / sythetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge. Note: Lifting device arrangements if any required also arranged by the contractor at his own cost.
Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like trusses, purlins etc. with curved profile of members using MS hollow / circular / square / rectangular tubular sections including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / sythetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge. Note: Lifting device arrangements if any reqired also arranged by the contractor at his own cost.
Providing, fabricating and fixing hand rail using SS304 grade Stainless Steel pipes, Square sections, plates etc. of approved size and make and quality by cutting to required size, welding, mirror / mat polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, speciifications complete. A sample to be fabricated and to be got approved by the Engineer-in-charge before starting of work at site.This work to be exceuted through approved specialized agency.
Providing and constructing fly ash brick masonry at all lifts using fly ash bricks in cement mortar 1:5 including suitable scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following floors.
for Basement and Ground Floor
Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 using Fly ash bricks including providing and placing in position 2 nos of 8mm dia rods at every 4th layer, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge
for Basement and Ground Floor
Supplying, providing and laying 200mm thick Cement Concrete block masonry using solid concrete blocks of size 400 x 200 x 100mm manufactured as per IS : 2185 (Part-1) density not less than 1800 kg/cu.m of grade C 4.0 using 20mm down graded aggregates in basement & superstructure at all elevations in cement mortar 1:5 including mixing mortar, hacking closely concrete surface, laying blocks, raking joints, curing etc., with all materials, scaffolding, labour, tools etc., all complete as per drawings, specifications and as directed by the Engineer-in-charge. Reinforcement if provided will be measured and paid under relevant item.
Providing and constructing 100mm thick precast concrete solid blocks masonry wall in cement mortar 1:4 with solid concrete blocks of size 400x200x100mm Grade C (4.0), manufactured as per IS : 2185 (Part-1): 2005 density not less than 1800Kg/cum. at all Elevation including cost of materials, labour charges, scaffolding, curing complete all as per specifications and as directed by the Engineer-in-charge.
Providing plastering to the internal surfaces of brickwork / concrete at all elevations in cement mortar 1:5, 12mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
Providing plastering to the external surfaces of brickwork / blockwork / concrete at all elevations in cement (PPC) mortar 1:4 using washed cruhed stone sand, 20 mm thick in two layers, base layer 12 mm thick and a top layer 8 mm thick finished rough with sponge. including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
Providing and applying minimum 20 mm thick external Sand faced cement sand plaster in two coats, first coat to be 12 mm thick cement sand mortar 1:4 (1 cement : 4 fine sand) including mixing approved pure acrylic based polymer modified cementations water proofing compound in the proportion recommended by the manufacturer in both the layers, keeping the surface of the base coat rough to receive sand faced treatment. Second coat to be 8 mm thick in cement sand mortar 1:3 (1 cement : 3 fine sand), finishing the surface, by taking out grains or keeping the surface rough to receive finishing work or as required to receive specified architectural external finish, to correct line, plumb and level to external faces of walls, soffits/ceiling if any, independent double legged scaffolding, plastering precast concrete, window sills, RCC cornices, making wattas, drip moulds, pattas etc, curing, cleaning, at all levels, complete all as directed by EIC.
Providing plastering in cement mortar 1:4, 20mm, thick at all elevations with 2% of water proofing compound or as per manufactures specification, 'lmpermo' or approved equivalent make including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, all as per specifications.
Providing and laying approved quality mirror polished Granite slabs for flooring & Skirting of required size & specified colour, pattem and free from cracks, fissures & flakes with straight edges & perfect corners laid at right angles as per pattern over a bedding of cement mortar 1:4, 18mm thick (or backing of cement mortar 1:3, 12mm thick as mentioned below) pointed neatly with white cement mixed with coloring pigment to match colour of slab and finished in all respects, including machine / hand cutting to required size and shape, moulding and polishing of exposed edges, fixing stone to level and plumb, anti-skid grooves for steps, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete. Note: The sample Granite slab shall be got approved by the Architect/Engineer before procurement.
In steps/step thread, 18mm thick Granite slab with anti skid grooves of required pattering & moulding and polishing of exposed edges, fixing with 20mm thick bedding in cement mortar 1:4. The granite slab shall be single length to match step length.
In steps/step thread, 18mm thick Granite slab flame finished (rough paver)with anti skid grooves of required pattering & moulding and polishing of exposed edges, fixing with 20mm thick bedding in cement mortar 1:4. The granite slab shall be single length to match step length.
In cladding,dados and skirting 18mm thick jet black colour Granite slab with grooves of required patterning &moulding of exposed edges laid over 12mm thick backing in cement mortar 1:3
Providing and laying approved quality mirror polished Granite slabs for flooring & Skirting of required size & specified colour, pattem and free from cracks, fissures & flakes with straight edges & perfect corners laid at right angles as per pattern over a bedding of cement mortar 1:4, 50mm thick (or backing of cement mortar 1:3, 12mm thick as mentioned below) pointed neatly with white cement mixed with coloring pigment to match colour of slab and finished in all respects, including machine / hand cutting to required size and shape, moulding and polishing of exposed edges, fixing stone to level and plumb, anti-skid grooves for steps, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete. Note: The sample Granite slab shall be got approved by the Architect/Engineer before procurement.
In steps/step thread, 50mm thick Granite slab with anti skid grooves of required pattering & moulding and polishing of exposed edges, fixing with 20mm thick bedding in cement mortar 1:4. The granite slab shall be single length to match step length.
Providing and fixing 4 mm thick Glass mosaic tiles of required size & specified colour, pattern by using the adhesive as per the manufacturer’s instructions laid at right angle as per pattern over a bedding of cement mortar1.3 20mm thick in floor pointed neatly with white cement mixed with colouring pigment to match colour and finished in all respects, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.
Glass mosic tiles flooring
In cladding,dados and skirting glass mosaic tiles laid over 12mm thick backing in cement mortar 1:3
Providing and fixing Designer Concrete tile Flooring (using "EUROCON / ULTRA / Duracrete" make or approved equivalent type and make) of approved colour and design over 20mm thick cement mortar 1:4, setting the tiles in cement slurry including pointing the joints with white cement with matching colour pigments, curing and cleaning the tiles by water sponging after laying complete all as per specification and as directed by the Engineer-in-charge.
Providing and fixing Designer Concrete wall tile Cladding (using "EUROCON / ULTRA / Duracrete" make or approved equivalent type and make) of approved colour and design in external / internal walls over 12mm thick cement mortar 1:3, setting the tiles in cement slurry including pointing the joints with white cement with matching colour pigments, curing and cleaning the tiles by water sponging after laying complete all as per specification and as directed by the Engineer-in-charge.
Providing and laying 50mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4, using 10mm and below size hard broken granite stone jelly including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer.
Providing and laying 60mm thick rubber moulded with vibratory compaction Factory made cement concrete precast interlocking paver block of M30 grade made and approved size, shape, design, colour & pattern including laid over 100mm thick compacted bed of coarse sand, filling the joints with coarse sand, compaction mechanically etc. all complete all as per the direction of the Engineer-in-charge. Note: The sample tile shall be got approved by the Engineer-in-charge before procurement.
Providing and fixing VITRIFIED tiles in different sizes with water absorption less that 0.08% and confirming to IS 15622 of Marbonite or approved make in all colours and shades in Glossy or Matt or satin finish (as required by Engineer-in-charge) laid over a bed of minimum 20mm thick bed of cement mortar 1:4 (IN Skirting, risers of steps and dados over 12mm thick bd of cement mortar 1:3) including machine/hand cutting to required size & SHape, grouting the joints with white cement mixed with coloring pigment to match colour of tile patterns, curing, cleaning the surface neatly at the time of handing over the area complete all as per drawings and specifications. Note: The sample tile shall be got approved by the Architect/Engineer before procurement.
In Dados and skirting laid over 12mm thick backing in cement mortar 1:3
Providing and fixing clay tile wall Cladding Nuvocotto or approved make, colour and design in external / internal walls over 12mm thick cement mortar 1:3, setting the tiles in cement slurry including pointing the joints with white cement with matching colour pigments, curing and cleaning the tiles by water sponging after laying complete all as per specification and as directed by the Engineer-in-charge.
Providing and applying painting Two coats at all levels with Exterior grade Acrylic emulsion paint (approved brand, colour and manufacturer) confirming IS : 5411 Part I & II at all elevation to give an even shade including one under coat of suitable primer, applying putty, preparation of the surfaces grinding, removing laitance, cement slurry, formoil, foreign matter etc., scaffolding, tools, tackles, equipment, materials, labour etc.., all complete as per manufacturer specifications and as directed by the Engineer-in-charge. Note: Rate includes filling all voids/pinholes in concrete by cement mortar touch up work / minor plastering.
Providing and applying painting Two coats on steel work and other required internal surface at all levels with Synthetic enamel paint (Asian or approved brand, colour and manufacturer) to given an even shade including one under coat of suitable primer, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-charge.
Painting of Structural steel with two coats of Synthetic Enamel (IS 2932) paint (after erection) two finish coat of each 50 micron including supply of paint, spot application of primer, scaffolding at all elevation etc. complete.
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 confirming 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 under relevant item) 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.
Providing, fabricating and fixing stainless steel sculpture as per drawing using SS304L grade Stainless Steel pipes, Square sections, plates etc. of approved size and make and quality by cutting to required size, welding, mirror / mat polishing, fixing at site etc. for sculpture,balcony railing & staircases railing including special sections as per drawings, specifications complete. A sample to be fabricated and to be got approved by the Engineer-in-charge before starting of work at site.This work to be exceuted through approved specialized agency.
Providing and fixing in position of 4mm thick Aluminium Composite Panel (ALCO panel) made up of two skins of 0.5mm thick Aluminium and 3mm sandwich of Polyethylene core PVDF coating with protective film of front side, mill finish on rear side with approved colour and pattern and fixing over frame work of approved size and design to withstand wind pressure up to 200 kg/sq.m .using powder coated anodized JINDAL or other approved equivalent make Aluminium extruded sections including main frame of 103x55x2mm section for verticals, 72x55x2mm section for horizontals, necessary Aluminium /GI angle cleats with slots for adjusting plumb, fixed to the RCC slabs/beam/column with M10 expansion fasteners, the mainframes verticals to span unsupported length of maximum length of 3.5m, including fixing ALCO paneling using double side cross linked polythene spacer tape and structural sealant (GE Ultra glaze SSG 4000 or Dow Corning 795/995 or Wacker SG20), all fixtures, fittings like hinges, hooks, clamps, beading, clips wherever required and all incidentals etc., all complete as per specifications and as directed by the Engineer-in-charge. Note: - 1) Sample shall be got approved before bulk purchase. 2) The ALCO panelling work shall be done by skilled manpower as per manufacture specification. 3). The rate shall be inclusive of all frame work, scaffolding and other materials required for the work including circular column cladding, plain surface cladding at all heights
Supply and fixing 2mm thick 304L grade S.S sheet size 1400mm x 1400mm over this logo shall be laser engraving and finishes of Brushed/matt with UV printing and with size 1400 x 1400mm or 1400 dia (coloured) will be fixed on the all elevation with necessary fasters & fixtrures. The cost inculiding tools, labours, scaffolding at all levels. as shown in the approved drawing and specification (Note:- The material if any other changes of colour/sign/pattern to be got approved from Architect before procurement of bulk material. The sample before fabrication to be got approved from EIC before the commencement of work.)
Supply and fixing Stainless steel letters (ENGLISH,TAMIL&HINDI) height up to 500mm, width up to 500mm and tk 12mm mounting on ACP sheet cladding supported by structural members by S.S screw fastners & fixtures/welding with adequate support. The letter finishing shall be mirror polished with all complete as per specifications and as directed by the Engineer-in-charge All complete as per approved shop drawings and specification. The cost including tools, labours, scaffolding as shown in the approved drawing and specification Note: The material if any other changes of colour/sign/pattern to be got approved from Architect before procurement of bulk material. The sample before fabrication to be got approved from EIC before the commencement of work.
Supplying and fixing of Tension Fabric with following specification Fabric of 950 GSM with Yarn strength 1100 Dtx, tensile strength of 400/450 DAN/5CM, B-S2 euroclass, light transmission 9%, Flame retardancy M2/NFP 92-507. Test2/NFPA701.CSFMT19.FM/Din4102-1.BS7837.15303/AS/NZS.SITAC/SINTEF/ETA/SIS650082. Schwerbrennbar Q1-TRL/ONORMA3800-1. M2/UNE23.727-90.VKF 5-3/SN 198898. CLASSE1/UN19177. CAN ULCS109. CAN ULCS102. G1/GOST 30244.94. Including 950GSM with design cutting, HF welding and wastage and all accessories like aluminium flats, self drilling screws of crossheild make etc. complete, The colour of Tension fabric as per EIC direction and all as per specification and direction of Engineer-in-Charge.tension fabric of 950 GSM with yarn strength approved quality as directed by EIC
Providing and fixing STAINLESS STEEL of SS 304 GRADE concertina coil fencing of diameter 610mm (Tolernces +50mm -0.00mm) having 50 nos rounds per 6 metre length with spring core made up of STAINLESS STEEL of SS 304 GRADE of 2.6mm dia with 0.5mm thick sheet tape made up of STAINLESS STEEL of SS 304 grade upto a working height of 3 to 4 metre supported over support angles/concrete posts placed 3 metre apart and 3 nos of horizontal stainless steel barbed wire tied to angle/concrete post properly including scaffolding, SS bolts, SS clips all complete as per direction of Engineer-in-charge. Payment will be made based on the unit weight of the materials actually erected in position and wastage will not be considered. Note: Technical specifications of SS punched tape concertina coils 1) Diametre of punched tape concertina coils : 610mm (+50mm, -0.00mm) 2) Number of spiral turns per coil : 50 Nos. 3) Weight of concertina coil : 9 to 10kg / 6metre length. 4) No. of SS clips per coil: 125. 5) No. of SS clips per spiral pair: 5. 6) Thickness of SS spring steel core wire: 2.60 +/- 0.1mm. 7) Barb sheet thick of SS: 0.5mm. 8) Barb width of SS strip: 32 +/- 1mm. 9) Maximum recommended stretch length per coil: 6meters (approx.) 10) Uniform gap between the sharp barbs: 100 +/- 2mm (Centre to Centre) – Barb spring. 11) Length of each barb (Fish hook razor) : 60 +/- 2mm. 12) SS will be of 304 grade. Packing of concertina coils to be done with suitable packing material.13 The concertina coil has to be got approved by the Engineer before Bulk purchase.
Providing and fixing 304 grade stainless steel clamps comprising angles, flats, sheets, bolts & nuts etc., of approved size and make and quality by cutting, bending to required size and placing in position including embedding if necessary complete as per specification and as directed by the Engineer-in-charge.
supplying,straightening,cutting,tying and fixing in position of Galvanised steel barbed wire 4spikes 2 wires of 2.5mm dia as per IS:278 of TATA make or equivalent quality,mass of galvanized coating 110 gm/sq.m,at a working height of 4m from ground level including scaffolding,GI wire required for tying,applying two coats of bituminous black paint to the barbed wire,safety requirements,wastages etc., complete all as per drawing,IS specification and as directed by engineer.
Supplying and spreading of river pebbles (All colours) of various sizes ranges from 20mm to 30mm as directed by the Engineer-in-Charge.
Providing laying and fixing with uPVC pipe laid /embedded under floor slab and fixed to walls wherever required FINOLEX/PRINCE or other approved equivalent make of UPVC stabilized - SWR PVC pipes - Type B (Suitable for soil and waste discharge system having wall thickness of minimum 3.2 to maximum 3.8mm) conforming to IS - 13592 - Latest edition and PVC pasting type specials such as door bends, door tees and cowls etc. heavy quality for soil waste or vent or anti-syphonage PVC pipe with necessary PVC clips and joints.
50mm OD UPVC pipes and specials.
76mm OD UPVC pipes and specials.
110mm OD UPVC pipes and specials.
Providing and fixing Chlorinated PVC (CPVC) pipes for concealed pipeline work having thermal stability for hot & cold water supply (as ATM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This included jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer-in-charge.
25mm outer dia CPVC pipe
40mm outer dia CPVC pipe
Providing and laying the following sizes PVC water supply line with 'Finolex / Varun / Truebore, or approved equivalent make PVC pipes suitable for 6 kg/sq.cm pressure and specials confirming & marked to IS: 4985 including jointing with PVC jointing compound, laying and fixing the pipes in the excavated trenches, cost of all types of specials such as tees, reduces, coupler, reducing bushes, threaded adaptor, elbow, tall pieces, caps etc. and testing the line as directed by the Engineer-in-charge.
75mm outer dia PVC pipe
110mm outer dia PVC pipe
Providing, Laying, Jointing, fixing and testing for following diameter of Exposed on wall plumping lines Heavy quality (C-Class) Galvanized Iron pipes of TATA or approved equivalent make and ISI marked fittings like, tees, elbows, bends, unions, nipples, reducers etc. as required for 10.00 kg / sq.cm hydraulic pressure with a minimum period of two hours duration with clean water, including cutting, threading, jointing with hemp yarn, white lead, jointing Teflon tape, fixing in walls / trenches using clamps etc. including 2 coats of Synthetic enamel paint over a coat of primer, complete all as per specification and drawings, all as directed at site. Pipes with exclusive use of ISI marked approved make C-Class pipes
40mm n/b G.I. pipe
Providing and fixing the following sizes of gun metal full way gate valves female ends screwed bonnet integral seat non raising spindle class I, ISI marked to IS: 778 tested to 20 kg/sq.cm hydraulic pressure etc. complete all as per specification and as directed by the Engineer-in-charge.
40mm nominal bore
Supplying, providing and fixing approved Anchor fasteners / Cinch anchors of Carbon steel galvanised dash fastner (min 5 micron) of 10mm dia double threaded 6.8 grade counter sunk head screw comprising of polyamide PA 6 grade sleave size 10mm x 150mmat all places including drilling, scaffolding, materials, labours etc., for wall / floor all complete as per drawings, specifications and as directed by the EIC.
10 mm dia
Dismantling of RCC works at all levels by manually / by mechanical including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.
Dismantling brick works at all levels by manually / by mechanical including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.
Dismantling Stone rubble masonry (In cement mortar) at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials wihtin 50m lead as per direction of Engineer-in-charge.
Providing and laying non pressure NP2 class RCC Hume pipes conforming to IS: 458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge.
150mm dia NP2 class RCC Hume pipe
300mm dia NP2 class RCC Hume pipe
Construction of Inspection chamber of following size internally up to 1.00 metre depth with brick masonry walls of 230/345mm thick using stock bricks in cement mortar 1:5 with necessary brick carbelling as required, plastering with cement mortar 1:3, 12mm thick for external sides of the chamber including excavation in all types of soils, back filling, providing and laying 150mm thick PCC 1:4.5:8 for foundation concrete forming bencing in PCC 1:2:4 using 20mm maximum size graded aggregate etc. complete all as per specification, drawing and as directed by the Engineer-in charge.
Inspection chamber of internal size 1200x900mm
Collection, supplying and stacking of Decomposed dry farmyard manure without undesirable materials, stacking the same at places as shown by Engineer for taking premeasurements including spreading the same at places shown with a lead upto 100 metres and filling in pits etc., complete all as per specification and as directed by the Engineer-in-charge.
Collection, supplying and stacking good quality Red earth without stones, gravel etc., and stacking for premeasurement at places as shown by Engineer for taking premeasurements including spreading the same at places shown with a lead upto 100 metres and filling in pits etc., complete all as per specification and as directed by the Engineer-in-charge.
Designing ,supplying, erecting, testing and commissioning of Sheet Cascade with bubble foaming fountain including filters including labour, tools & tackles, transportation etc,.all complete as per specifications ,drawings and as directed by the Engineer-in-charge. Rate shall include the followings. (1)Supply & fixing of 2 Nos of 7.5 - HP open well submersible motor of Kirloskar make and 2 Nos of DOL starter, (2) 36 Amps 3 pole MCB - 10 Amps Sinle pole MCB - 2 With metal box - 1 No (3) For Foaming nozzle submersible led bulb RGB Colour change light fitting - 5 Nos (4) For Sheet Cascade nozzle submersible led bulb RCB colour change light fittings - 4 Nos. (5) PVC Plumbing materials & Submersible wire for motor and lights. (6) PVC sintex junction box with MS stand - 1 No (7) Sheet Cascade nozzle set - 4 Nos (8) Foaming fountain nozzles set - 5 Nos (9) Filter mesh for motor storage tank - 1 No. (9) Supplying & Fixing filter of dia 450 mm.
Designing ,supplying, erecting, testing and commissioning of Single jet with foaming fountain including filters (1 jet fountain and 6 foam fountain around) jet fountain water should rise minimum 4 to 6 feet height & foam fountain in 2 to 4 feet Height including supply and installation of approved make pipes, pumps of minium capacity , motor of minimum rating, valves and filters etc including labour, tools & tackles, transportation etc,.all complete as per specifications ,drawings and as directed by the Engineer-in-charge . Rate shall include the followings. (1)Supply & fixing of 2 Nos of 7.5 - HP open well submersible motor of Kirloskar make and 2 Nos of DOL starter, (2) 36 Amps 3 pole MCB - 10 Amps Sinle pole MCB - 2 With metal box - 1 No (3) For Foaming nozzle submersible led bulb RGB Colour change light fitting - 6 Nos (4) For single jet nozzle submersible led bulb RCB colour change light fittings - 3 Nos. (5) PVC Plumbing materials & Submersible wire for motor and lights. (6) PVC sintex junction box with MS stand - 1 No (7) Jet Fountain nozzle set - 1 (8) Foaming fountain nozzles set -6 (9) Filter mesh for motor storage tank - 1 No. (9) Supplying & Fixing filter of dia 450 mm.
Providing & Fixing of KNAUF CEILING SOLUTIONS (ARMSTRONG) Mineral Fibre Acoustical Suspended Ceiling System with Dune max (Bevelled Tegular/plain) Edge Tiles With KNAUF CEILING SOLUTIONS (ARMSTRONG) 15mm Exposed GRID. The tiles should have Humidity Resistance (RH) of 99%,NRC 0.7, Light Reflectance ≥85%, Thermal Conductivity λ = 0.052 - 0.057 W/mK, Colour White, Fire Performance Class 0/ Class 1 as per BS 476 Pt - 6 & 7 Class A as per ASTM E-84 in module size of 600 x 600 x 20mm, suitable for Green Building application, with Recycled content upto 78%. The tile shall be laid on KNAUF CEILING SOLUTIONS (ARMSTRONG) Silhouette profile grid system with 15mm white flanges incorporating a 6mm central reveal in black/white colour and with a web height of 38mm and a load carrying capacity of minimum 11.25 Kgs/M2 & pull out strength of 100Kgs. Silhouette, Main Runners & Cross Tees to have mitred ends & “birdsmouth” notches to provide mitred cruciform junctions. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system of KNAUF CEILING SOLUTIONS (ARMSTRONG) make. INSTALLATION: To comprise main runner spaced at 1200mm centres securely fixed to the structural soffit using KNAUF CEILING SOLUTIONS (ARMSTRONG) suspension system (specifications below) at 1200mm maximum centre. The First/Last KNAUF CEILING SOLUTIONS (ARMSTRONG) suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be KNAUF CEILING SOLUTIONS (ARMSTRONG) wall angles of size 3600x24x24mm, secured to walls at 450 mm maximum centres. Installation to be carried out by KNAUF CEILING SOLUTIONS (ARMSTRONG) Trained Installation team & Installation should be carried out as per Armstrong recommended procedure. KNAUF CEILING SOLUTIONS (ARMSTRONG) SUSPENSION SYSTEM accessories manufactured and supplied by KNAUF CEILING SOLUTIONS (ARMSTRONG) consisting of M6 Anchor Fasteners with Vertical Hangers made of Galvanised steel of size 26 x 26 x 25 x 1.2mm with a Galvanised Thickness of 80gsm, A pre Straightened Hanger wire of dia – 2.5 mm of 1.8 m length., thickness of 80gsm and a tensile strength of 344-413 MPa, along with Adjustable hook clips of 0.8mm thick, galvanised spring steel for 2.68 mm with a minimum pull strength of 110 kg. The adjustable clip also consists of a 3.5 mm aquiline wire to be used with the main runner.
DAMU CONSTRUCTIONS
M/s. Ashok constructions
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