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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.2 Cr+₹18.8 L (3.77%)Admitted-Finance | ₹5.2 Cr+₹18.8 L (3.77%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L1 | SEKAR CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Earthwork 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. | |||||
| 1.10 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 1Km. | 1,200 | Cu.m | 390 ₹4,68,000 Lowest | 450 ₹5,40,000 |
| 1.20 | 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. | 200 | Cu.m | 425 ₹85,000 Lowest | 500 ₹1,00,000 |
| 2.00 | Filling with selected excavated earth available at site up to a lead of 1KM, filling in layer of not more than 150mm thickness, each layer well rammed and consolidated by hand/earth rammer including excavation of dumped earth, hire charges of rammer, water consolidation, levelling to proper gradient, dressing the top surface to the required level, complying with specification and all as directed by the Engineer. | 400 | Cu.m | 200 ₹80,000 | 190 ₹76,000 Lowest |
| 3.00Construction of granular sub-bass 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. | |||||
| 3.10 | for Grading-I material | 50 | Cu.m | 1,500 ₹75,000 Lowest | 1,600 ₹80,000 |
| 4.00 | 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.
4. This item shall be executed at roof level for Screed Concreting. | 400 | Cu.m | 8,300 ₹33,20,000 Lowest | 8,400 ₹33,60,000 |
| 5.00Providing 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, 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. | |||||
| 5.10 | M30 grade with 380 kg of PPC per cu.m. of concrete for all floors | 510 | Cu.m | 10,500 ₹53,55,000 Lowest | 11,400 ₹58,14,000 |
| 6.00 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various pattems and sizes for precast plain solid units, exhaust fan moulds, slabs, etc, in controlled reinforced cement concrete of M30 grade using 20mm and below machine crushed graded stone aggregate including 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 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. | 8 | Cu.m | 18,000 ₹1,44,000 Lowest | 20,000 ₹1,60,000 |
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
20 Jun 2025, 4:00 pmClosed
Project Director, FRFCF
Office of the Project Director, FRFCF-NRB, Kalpakkam
Finishing works and associated RCC drain for EAF Building at FRFCF project site, Kalpakkam
2025_BARC_862141_1
NRB/FRFCF/CIVIL/2025-2026/008
Open Tender
Civil Works
Item Rate
365 days
FRFCF, KALPAKKAM
Please refer tender document
8 documents required · 8 mandatory
₹0
₹9.3 L
15 Jul 2025
29 May 2025
25 Jun 2025
29 May 2025
20 Jun 2025
30 May 2025
30 May 2025 - 19 Jun 2025
Amount
All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto 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.
Construction of granular sub-bass 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. 4. This item shall be executed at roof level for Screed Concreting.
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, 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 for all floors
Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various pattems and sizes for precast plain solid units, exhaust fan moulds, slabs, etc, in controlled reinforced cement concrete of M30 grade using 20mm and below machine crushed graded stone aggregate including 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 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.
Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels 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 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 12 of Section VIII, General Information for Guidance of Tenderers.
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, cage ladder, channels, I-sections, plates, tees, flats, rounds, 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, fabricating and fixing Stainless steel chequered plates,ladders using SS304L grade Stainless Steel pipes, Square sections, cage ladder, plates etc. of approved size and make and quality by cutting to required size, welding, mirror / matt polishing , fixing at site etc. for trench cover, ladders including special sections and anchor fasteners for fixing 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 executed through approved specialized agency.
Providing and constructing 200mm thick precast concrete solid blocks masonry wall in cement mortar 1:5 with solid concrete blocks of size 400x200x200mm Grade C (5.0), manufactured as per IS : 2185 (Part-1): 2005 density not less than 2100Kg/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 and constructing 100mm thick precast concrete solid block masonry wall in cement mortar 1:4 with solid concrete blocks of size 400x200x100mm in superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications and as directed by the Engineer-in-charge.
Providing and constructing required thk precast concrete solid blocks masonry wall in cement mortar 1:5 with solid concrete blocks of size 400x200x200mm Grade C (5.0), 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 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 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 Rough cast plastering 20mm thick at all elevations and levels consisting of 8mm thick rough cast in cement mortar 1:3 using 6mm to 10mm size hard granite stone, over a bed of 12mm thick cement mortar 1:5 for external faces, including scaffolding, curing, providing grooves wherever required complete all as per specification & drawings and as directed by 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 50 mm thick cement concrete flooring with Metallic concrete hardener topping consisting of under layer 38 mm thick using N30 grade concrete with graded stone aggregate 20 mm size and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement + ironite hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, in which 1 part ironite hardening compound is mixed to 4 part cement by weight or as per manufacturers specifications, including providing & fixing glass dividing strip of 40x3 mm wherever required, necessary compaction, filling joints, neat cement finish, curing, cleaning the base etc. complete all as directed by the EIC
Providing, fixing and installing False floor system with a cavity of 500 mm between sub floor and the false floor, comprising of adjustable type jacks made of 100 x 100 x 10 mm thick base plate and top head attachment with guide pins, 25 mm dia GI rod threaded for the top 50 mm, nuts, lock nuts etc fixed at approximately 600 mm c/c with anchor bolts to the sub floor, GI Tees of 35 x 35 x 6 mm for frame work running in both directions over the jacks in perfect line and level, floor panel made of 600 x 600 x 35 mm thick panel duly lipped, 3 mm thick PVC tiles fixed over the floor panel with proper adhesive, painting the steel surface with two coat of enamel paint including suitably cutting / modify the floor panels wherever required for providing outlet for cable as per specification and as directed by EIC
Providing and fixing Gypsum False ceiling Tiles, 600x600x15mm of Armstrong or approved equivalen make, pattern & design in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 170 gms/Sqm) consisting of main “T” runner suitable spaced at joints to get required length and of size 24x38mm made from 0.33mm thick (minimum) sheet spaced at 1200mm center to center and cross “T” of size 24x27mm made of 0.33 mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.33mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats fixed to ceiling with 6mm dia and 50mm long dash fasteners, 4 mm GI adjustable rods with galvanized level clips spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all “T” sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer in charge.
Providing cement plaster skirting in cement mortar 1:3, 18mm thick finished with a floating coat of neat cement including curing, making uniform height, cleaning the surface neatly at the time of handing over the area all as per specifications and as directed y the Engineer.
Providing and fixing 1st quality ceramic glazed floor/wall tiles confirming to IS 15622 of approved make in approved size, shade and colour (as approved by Engineer-in-charge), free from cracks, fissures & flake with straight edges & perfect corners fixed at right angies as per design and pattern required over abed of 20mm thick bed of cement mortar 1:4 (in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3), including machine / hand cutting to required size and shape, pointed neatly with white cement mixed with coloring pigment to match colour of tile, properly finished in al respects, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete. Note: The sample tile shall be got approved by the Architect/Engineer before procurement.
In flooring fixing with 20mm thick bedding in cement mortar 1:4
In Dados and skirting laid over 12mm thick backing in cement mortar 1:3
Providing and fixing double Tubular scaffolding system using H-Frames / APS system or (cup lock type) on the exterior side upto seven story height made with 40mm dia M.S. tube 1.5m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runers, conection with building etc. wherever required for inspection of work at required locations with essential safely features for the workmen etc. complete as per directions and as approved by the Engineer-in-charge. The elevation area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.
Providing and applying painting Two coats at all levels with Interior grade Acrylic emulsion paint (approved brand, colour and manufacturer) confirming to 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 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.
Supply and application of 2 or 4 coats of Epoxy paint from approved manufacturer & approved shade and approved colour to interior walls, columns, beams, ceiling gantry platform and as indicated in the drawings upto 24m elevation, including scaffolding, staging and approch ladder etc., including preparation of the surface to be painted, by surface grinding, removing laitance, cement slurry, formoil, foreign matter, open voids, water cleaning, protecting the plate EP's, pipe EP's, closed steel boxes, edge angles with masking tape, applying primer coat, one coat of putty mixed with epoxy, filling all voids/pinholes in concrete by approved wall putty mixed with epoxy, removal of roughness in plastered surface with one or two coat of putty, applying epoxypaint by airless spray gun or roller brush with necessary ventilaton system, exhaust fans for proper release of gas, all materials, tools - tackles, equipment, materials, labour, necessary cleaning equipment, etc,. all complete as per manufacturer specification at all elevations and directed by the EIC. Note: Rate includes following 1. Two or more shade with 250 or 500 micron thickness shall be envisaged in a single wall. 2. Wetfilm thickness and Dry film thickness shall be checked at frequent intervals and as per QA requirements. 3. Rate shall also include preparation of concrete/ wall surface by breaking (if required), chipping, surface grinding and making the concrete surface smooth by cement mortar touch up work / minor plastering as indicated by EIC. 4. Painting in confined areas also envisaged in this item. Embedments / equipments available in the room shall be protected with masking tape or by alternate arrangements.
250 microns at all elevation
500 microns at all elevation
Providing F3 finish over concrete surface in cement mortar 1:1.5 (1 part cement : 1.5 part fine sand) including wetting the surface, labours, curing, all materials, scaffolding, at all elevations complete all as per specification and as directed by the Engineer-in-charge.
Providing and laying roof insulation for buildings as specified inclusive of surface preparation, labour, tools, equipment, material etc., all complete as per specifications, drawings and as directed by the Engineer-in-charge,consisting of the following a) Applying 40-50mm varying thickness of screed concrete in M25 to required slope and grading in suitable panels after surface preparation. b) Applying one bituminous layer. c) Laying 50mm thick pre-cast light weight foam concrete blocks. d) Laying 40mm thick in situ spraying of Polyurethane foam concrete. e) Applying bituminous primer at 0.25 ltr / sqm. and Laying two layers of APP ( Atactic Polypropylene) membrane for water proofing. f) Painting one coat of reflective paint over the above layer.
Providing and applying painting Two coats on wood 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.
Providing and filling sunken portions of toilet slabs etc., with brickbats of 25 mm nominal size, sandwitched with 1: 2: 4 (one part cement : two part sand : four part of brick jelly) ncluding cleaning the surface, laying the brickbats in single / multiple layers, applying cement slurry, mixing pure acrylic based water proofing compound in the proportion recommended by the manufacturer and laid to proper gradient including finishing to receive tiles.
Supplying and fixing Rolling shutters of approved make as per ISI standards made out of required size of MS Laths interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with Push and Pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No. 2, and M.S Top cover of required thickness for Rolling Shutters.
Rolling shutters PULL and PUSH type including top hood 1.25mm thick
Extra over the cost of rolling shutters for providing and fixing Motorized arrangements including designing, providing spring less motor, control panels, limit switches, etc of "Swastik" or "Windoors" make or equivalent approved make all as per specification and as directed by the Engineer-in-charge.
Exceeding 16.80 sqm in area.
Fabricating , supplying and fixing in position single leaf factory made Fibre glass (FRP) panelled door shutter of approved make and approved colour and size as required, with moulded finish glossy appearance including required FRP frames of size 100 x 50 mm including providing fixing three Nos. of 125 mm stainless steel hinges two Nos. of 75 mm long aluminium latches and two Nos. of 125 mm long aluminium 'D' handle all conforming to relevant IS etc., all complete, as per drawings, specifications and as directed by EIC.
Supplying, fabrication and fixing Steel doors with metal frame of size 125 x 65 mm made out of minimum 1.2 mm thick Galvanised steel, frame shall be received in knock down or welded condition with bottom tie rods and corner right angle plates for frame rigidity, minimum 3 nos. anchor bolts on each side, fixed in PCC 1:2:4, Steel flush shutter of 40 mm thick made out of prime quality galvanized steel sheet of minimum 0.8 mm thickness mounted on frame work of ‘C’ channel, filling with insulated spun mineral wool / Honey comb core, providing insulated glass vision panel of size 200 x 300 mm of 6 mm thick toughened glass with sealant in each shutter, with ironmongery as given below / approved. Further include painting using epoxy powder coating technology as per RAL shade complete as per drawing. Payment will be made based on clear structural openings. Door frame shall also be filled with light weight material / cement grout. Note: The cost includes breaking, chipping of side walls / transom mullions shall be done if the door opening size is not matching(if required).
Steel Door Single shutter having accessories for single shutter a) 4 Nos of 125 mm long SS ball bearing heavy duty butt hinges with SS screws, b) 1 No vision panel with 6 mm thick toughened glass c) 2 Nos 300 mm long SS pull handle d) 1 No Mortice lock Godrej or equivalent 7 levers with handle on both sides e) Heavy duty hydraulic door closer f)12 mm dia 300 mm long SS tower bolt with SS screws
Supplying, fabrication and fixing Steel doors with metal frame of size 125 x 65 mm made out of minimum 1.25 mm thick Galvanised steel, frame shall be received in knock down or welded condition with bottom tie rods and corner right angle plates for frame rigidity, minimum 3 nos. anchor bolts on each side, fixed in PCC 1:2:4, Steel flush shutter of 40 mm thick made out of prime quality galvanized steel sheet of minimum 0.8 mm thickness mounted on frame work of ‘C’ channel, filling with insulated spun mineral wool / Honey comb core, providing insulated glass vision panel of size 200 x 300 mm of 6 mm thick toughened glass with sealant in each shutter, with ironmongery as given below / approved. Further include painting using epoxy powder coating technology as per RAL shade complete as per drawing. Payment will be made based on clear structural openings. Door frame shall also be filled with light weight material.
Steel Door double shutter having accessories as Emergency door (below items are required in each doors) a) 125 mm long SS ball bearing heavy duty butt hinges with SS screws, b) Vision panel with 200 x 300 mmx 6 mm thick toughened glass c) 25mm dia, 300 mm long SS304, D -type pull handle d) 3 ponts locking system with external PHA 2000 or equivalent e) Mortice lock Godrej or equivalent 7 levers with handle on both sides f) Heavy duty hydraulic door closer g)12 mm dia 300 mm long SS tower bolt with SS screws
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, external grooves, ventilators and partitions including guide channels, Rollers, Stoppers etc., for sliding doors, 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)
Providing fixing in position 12mm thick Novapan pre-laminated boards both sides for door shutters, including cutting to the shape, size putty mastic etc., complete all as directed by Engineer-in-charge.
Providing and fixing 5mm thick Polypropelene plastic lattice system of approved design, colour and size at all elevations including fixing with Anodized aluminium frame work or other approved frame work, sealing the joints with required sealants, etc., all as per drawing and specification and as directed by Engineer In Charge. (Note: Rate for frame work with Aluminium will be paid for seperately under relevant item)
Providing and fixing anodised aluminium tower botts of size 200 x 10mm (Barrel Type) ISI marked (IS: 204) of approved make (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. all as per specifications and as directed by the Engineer-in-charge.
Providing and fixing AI hanging Heavy Quality floor door stopper ISI marked with Twin Rubber stoppers, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to req. colour or shade with necessary screws etc. complete all as per specification and as directed by the Engineer-in-charge. Sample to be approved by the Engineer-in-charge.
Providing and fixing 4 Lever Dead /Mortice Lock 'Godrej/Everite' or other approved equivalent make suitable for aluminium door with a pair of keys complete all as per specification and drawings.
Chemical anchoring of TMT bars Fe500D grade steel reinforcement of dia upto 20mm embedding in RC structures including power drilling holes of appropriate diameter in reinforced or plain cement concrete upto depth minimum 10 times dia of the rebar or as per manufacturer specification, cleaning and filling the hole, fixing the reinforcement in position with RE 500 chemical of HILTI make or equivalent anchoring adhesives and finishing, scaffolding etc all complete as per specification and as directed by Engineer-in-Charge. Note: 1. Reinforcement will be measured and paid under relevant item. 2. Holes fouling with embedded steel shall be grouted at your own cost.
Supplying, fixing & jointing the Rain water 200mm dia G.I. Collar Flange over existing puddle flange with bolt and nuts at all levels including rubber casket for upvc pipe joints, labour charges tools and tackles as directed by the Engineer-in-charge.
Providing, fixing & jointing the following outer Dia of best quality UPVC rainwater down take pipes as per IS:4985 (with IS mark) with pressure rating of 6 kg/cm2 (Class 3- Green mark) conforming to IS-13392, with ISI mark and heavy duty specials such as bends, junction, tail peace, collars swan necks, shoes etc. including fixing to the wall with adequate no. of standard MS fixing clamps at all elevations all complete as directed by EIC. Note: Masonry support near the shoe to be provided and the same will be measured under relevant items.
Providing and fixing in position Colour glazed vitreous chinaware Wall mounted European type water closet with flushing Cistern of 10 litres capacity, `PARRYWARE' make or approved equivalent comprising of i) Colour Glazed vitreous chinaware wall mounted European Water Closet of "Cascade" range with P trap, ii) Colour Dual flush set along with dual flush fittings, cistern shell and dual flush cistern lid of "Cascade" range, iii) Colour Antimicrobial solid seat cover of "Cascade" range along with spring and bolt set, iv) Flush bend to suit with C.P.Cup. Note: i) The rate shall be inclusive of fixing of closet in wall using 16 mm dia rag bolt, 100 mm dia mouthwash bush, 32mm flush ring bush, etc complete. ii) The sample of sanitary fittings shall got approved by EIC before making bulk order
Providing and fixing Heavy Quality 15mm nominal bore C.P. Brass Pillar cock 'Jaquar continental model' or approved equivalent make and type as per specifications and as directed by the Engineer-in-charge. (Samples to be got approved by the Engineer-in-charge)
Providing and fixing Heavy Quality 15mm nominal bore C.P. Brass stop cock 'Jaquar continental model' or approved equivalent make and type as per specifications and as directed by the Engineer-in-charge. (Samples to be got approved by the Engineer-in-charge)
Providing and fixing Heavy Quality C.P. brass 15mm dia long body Bib cock "Jaquar continental / Parryware coral model" or approved equivalent as per specifications and as directed by the Engineer-in-charge. (Sample to be got approved by the Engineer-in-charge)
Providing and fixing Heavy Quality C.P. Brass Health Faucet with 1.50 metres flexible hose (Hand Showner) of 'Jaquar continental model' or approved equivalent make and type as per specifications and as directed by the Engineer-in-charge. (Samples to be got approved by the Engineer-in-charge)
Providing and fixing solid state fully hygienic sensor operated Hand drier of approved make rated for continuous repeat usage with solid state time delay LSF protection, with independent ambient level & seasonal control temperatures 230 volts , single phase 50 HZ, 15 Amp and AC supply in multiple stored , multiple grounded steel enclosure powder coated in required shade with one bracket for firm wall fixture, one meter sheathed 3 core flexible cable , 1- three pin 15 Amps plug top etc complete as directed by EIC.
Providing and fixing 6mm thick Mirrors of size 600 x 460 x 6mm "Modi Guard" or approved equivalent make with bevelled edges complete with 6mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete all as per specifications and as directed by the Engineer-in-charge
20 mm thick machine cut and polished black Granite stone slab over platform & Toilets of jet black or approved, and the like set over 20 mm thick base in cement mortar 1:4 (1 cement : 4 coarse sand) laid over RCC slab, jointed with coloured cement slurry mixed with pigment to match the shade of Granite stone slab, making of moulded nosing complete with supply of all materials, labour, etc. (Granite stone shall have minimum joints i.e. big size of stone slab shall be used as directed by EIC).
Providing and fixing Cast Iron Nahani Trap / Floor Trap of 100mm inlet and 75mm outlet, (weighing 5.80 kgs each), jointing with Lead with the connection pipes, placing as per the drawings, including embedding in cement concrete 1:2:4 and making circular hole up to floor level using 110mm O/D PVC pipes of 6 kgs/sq.cm pressure and fixing 1 No 125mm dia C.P. Brass Grating, complete all as specifications and drawings and as directed by the Engineer-in-charge.
Providing and constructing Gully Chamber of internal size 300x300mm including providing, supplying and fixing 150 x 150mm stoneware gully trap with CI grating including excavation in all types of soils, backfilling, embedding in plain cement concrete 1:4.5:8 using 40mm size granite aggregates and constructing the above chamber with 115mm thick brick work in plastering over both internal and external faces of brick work with cement mortar 1:3, 12mm thick finished smooth with a floating coat of neat cement on both faces, providing and fixing CI cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design complete all as per specification and as directed by the Engineer-in-charge.
Providing and constructing Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with Cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, Plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the Frame and cover with CC 1:2:4 concrete, and fixing Cast Iron Steps if necessary at 300mm intervals complete . Depth of Chamber not exceeding 900 mm. (Excavation, Concrete, Cast Iron Cover and C.I steps will be paid separately under relevant item)
Extra depth over initial depth of 1 metre or part of a metre depth with necessary modification to the thickness of chamber wall to suit site requirement as per drawing and as directed by the Engineer-in-charge of Inspection chamber of size 900x600mm
Supplying and fixing 32mm heavy quality C.P.Brass Bottle trap / P-trap of make "Jaguar" / "Parryware" or other approved equivalent make with self cleaning design for wash basin all as directed by the EIC.
Providing and fixing C.P. Brass toilet paper roll holder Recessed type approved with Brass C.P. screws of "Jaquar" make or approved equivalent make and type as directed by the Engineer-in-charge complete.
Providing and fixing liquid soap dispenser in PVC container "VEGA" or approved equivalent make with all accessories and CP brackets including necessary screws for fixing complete all 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.
76 mm OD UPVC pipes and specials.
110 mm OD UPVC pipes and specials.
150 mm OD UPVC pipes and specials.
Providing and fixing Chlorinated PVC (CPVC) pipes for External (open) Exposed on wall pipeline work having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR -11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing. This includes 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
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 diameter NP2 Class RCC Hume Pipe
225mm diameter NP2 Class RCC Hume Pipe
300mm diameter NP2 Class RCC Hume Pipe
Providing and fixing Viterious china white wash basin size 560x410mm/560x450mm, oval/round model (HINDWARE / PARRYWARE) with C.I. brackets, 15mm C.P. brass pillar taps of Jaquar / Parryware or approved equivalent make, 15mm x 600mm long PVC inlet connections, 15mm stop cock, 32mm Heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge.
Supplying and fixing of CP Double coat hook of make aguar or other approved equivalent make including fixing, etc., all complete as per specification and as directed by Engineer-in-charge.
Core cutting in RCC structures at given location of specified diameter and different lengths, with rotary drilling, either by pneumatic machines or by electrical machines, at all elevations / positions without disturbing adjacent structures etc., for horizontal and vertical surface all complete as per drawings, specifications and as directed by Engineer-in-charge. Rates to include all labour, tools, tackles, consumables, scaffolding & staging etc.
Above 200 mm & upto 300 mm diameter.
Dismantling Solid Block 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 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.
Supply and Embedment of following sizes of flush mounting POWDER COATED TPN/SPN DB Enclosures with Double Door and per Phase isolation DBs consisting of Phase, Neutral and Earth Bus and interconnecting wiresetc. at suitable depth in brick work as per the detaileds pecification and as directed by the Engineer-in-charge.
TPN, 4 Way Distribution Board Powder coated Per Phase Isolation DBs Per phase Isolation kit with all accessories, Cat No:507670, Cat No:507944, or equivalent)
Supply and Embedment of following sizes of flush mounting POWDER COATED TPN/SPN DB Enclosures with Double Door consisting of Phase, Neutral and Earth Bus and interconnecting wires etc. at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge
SPN, 12 Way Distribution Board with all accessories Cat No:DBSPN012DD or equivalent make.
Supply and installation of 25 mm dia. sizes of heavy duty, circular, solid drawn, rigid steel, hot dip galvanized on both sides (i.e.., inside and out side) ERW conduits for Electrical (Lighting and Power wiring) complete with all accessories like solid long bends, elbows, couplers, reducers, spacers, saddles, clamps, check nuts, nipples, 1 way / 2 way / 3 way / 4 way of 25 mm / 32 mm dia. 75 mm deep circular way / junction boxes, dummy boxes, copper conductor, copper clips etc., embedded on RCC roof slabs, columns, beams, floors, walls, brick masonry including chasing and replastering etc., and other accessories required to complete the works satisfactorily as per detailed specifications and directed by the Engineer-In-Charge.
25 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
50 mm Dia 2mm, wall thickness Heavy Duty ERW Conduits with 75mm deep junction boxes from DB to Pull box
Supply and installation of following Sizes of Hot dip galvanised MS boxes modular metal boxes made out of 1.6 mm/1.8 mm MS sheet with neat finish and with standard dimensions suitable for fixing the standard sizes of front modular plates, complete with all accessories and accessories required for erecting the switch boxes in the RCC structure/Brick masonry walls/embedded parts with required number and suitable sizes of bolts and nuts along with the washers etc., as per the detailed specifications and as directed by the Engineer-In-Charge.
150(W)X150(H)X80(D)mm, 1.6mm thick sheet Hot dip galvanised MS box
400(W)X300(H)X200(D)mm, 1.8mm thick sheet Hot dip galvanised MS box
Supply and Embedment of 50mm Deep, Square/ Rectangular Concealed type and GI double earthed modular metal boxes of the following types and as specified in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification.
1/2 Module SB
3 Module SB
Supply, installation and end termination of the 185 Sq.mm tinned, stranded copper conductor embedded in the PCC floors/ RCC floors/ RCC columns and beams/ RCC / Brick Masonry walls etc., installation as per the scope of work and drawings.
Supply and installation of the 8 SWG solid copper conductor embedded in the PCC floors/ RCC floors/ RCC columns and beams/ RCC / Brick Masonry walls etc., complete with all accessories required for terminating one end in the grounding pads and the other end in terminating one end in the grounding pads and the other end in the equipment body as per the scope of work.
Supply and installation of the following size of tinned copper grounding pads embedded in the Cement floors, RCC / Brick Masonry walls/floors/columns/beams/ceiling etc., as per the scope of work, drawings and as directed by the Engineer-In-Charge:65 x 65 x 4 mm tinned copper grounding pads.
Jointing of 185 Sq.mm tinned, stranded copper conductor by exothermic welding (CAD welding) of the Straight type Joint complete with all components and accessories as per the scope of work and drawings.
Jointing of 185 Sq.mm tinned, stranded copper conductor by exothermic welding (CAD welding) of the T- type Joint complete with all components and accessories as per the scope of work and drawings.
Jointing of 185 Sq.mm tinned stranded copper conductor with 65 x 65 x 4 mm tinned solid copper floor/wall/column/ceiling grounding pads.
Route Identification, clearing Tracing and interconnection of existing conduits with the new conduits along with fixing GI pull wires inside all the existing conduits and assessories as per tender specification
Supply & laying of 1 pair, 1.5 sq.mm Stranded copper conductor, flexible un-armoured cable, insulated Class-A, FRLS cable for FDAS
Supply & laying of 1 Pair, 1.5 sq mm Stranded copper conductor, flexible un-armoured cable, FRLS PVC sheath, insulated cores, twisted pair, Overall screened with Al-Mylar tape, voltage grade 1100V, applicable standard IS 1554 for PA system
Supply & Laying of CAT-6 UTP Cable through embedded conduit / cassing-capping for Telephone system, CCTV System and LAN System
SEKAR CONSTRUCTIONS (BID ID -3233334)
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