Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date21 Feb 2023
Closing Date20 Mar 2023
Tender Amount₹ 95,50,000
Costs
EMD
₹ 1,91,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_741690_1Bid Award Id
ViewTender No
RRCAT/CSD/C/3089/W-4204/2023Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
1.50 m to 3.00 m
10
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Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5m including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
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0.00 m to 1.50 m
35
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1.50 m to 3.00 m
7
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Earthwork excavation over areas in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/manual means and disposing off & levelling the soil within a distance of 50 metre etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
125
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Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials in layers not exceeding 25cm. consolidating etc. and disposing the surplus earth within a distance of 50m. etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
20
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Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres lead etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
1
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Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
3
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Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
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For soil
100
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for rocks
15
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for debris
5
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Note: The rates in respect of item no.s 7 are applicable for the net quantities arrived at after making deductions for voids @ 20% in respect of soils and @ 50% in respect of rock from the corresponding stack/truck measurements
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Forming embankments upto an average height of 1.5m above ground level with selected approved soil, in layers not exceeding 300mm thick including breaking clods, watering, compacting each layer with mechanical earth vibrator and rolling top most layer with power roller of minimum 8 tonnes capacity to attain at least 90% of the proctor density, dressing the sides and top to the required profile and grade etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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With approved quality murrum available from excavations (including excavations and transport) within RRCAT premises by mechanical transport etc. complete.
100
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Providing & laying in position Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
32
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Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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For grading - I material (with 75mm and down size aggregates)
30
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For grading - II material (with 53mm and down size aggregates)
30
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Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.) etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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In foundations, footings, plinth beams, base of columns, flooring.
50
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In columns, mullions, pillars, posts, struts
10
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills, Staircase etc.
17
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In facia, fins
2
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Providing centering and shuttering using timber planks/steel plates including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
125
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Columns, pillars, posts, struts, mullions etc.
100
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.
195
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Facias, drop walls, pardis, vertical and horizontal fins individually or forming box louvers and bands, staircase etc.
45
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Providing and fixing reinforcement for reinforced cement concrete using TMT bars of SAIL / RINL/TATA make having minimum yield strength of Fe 500 or higher grade as per IS:1786 at all levels including supplying, cutting, bending, fixing, tying in position with minimum 1.2 mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.
7.5
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Note: 1 - The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars manufactured in the brand name of SAIL/RINL/TATA shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength,Bend rebend test etc.
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Note : 2 - Random testing of sample collected at site shall be arranged by the contractor at their own cost.One sample comprising of three specimens shall be collected for every 25MT of bars brought at site .The representive of department shall associate with the engineer of contractor at each stage right from sampling of testing . All charges ,transport, taxes etc shall be borne by the contractor.
-
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Note : 3 - The contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost.
-
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Note : 4 - 1.20 mm dia . Soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractor at their own cost and will not be measured for payment .
-
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Note : 5 - Other conditions as stipulated in general condition, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained .
-
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Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees etc. of minimum grade Fe 250, at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
2
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Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using RHS, SHS & circular hollow sections of Grade Yst 310 as per IS: 4923 at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
7.5
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Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using Structural steel M.S. plain & chequered plates at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
0.25
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Note: ( Common for Item nos. 14, 15 & 16 )
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1. Structural steel conforming to IS: 2062
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2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from the manufacturing firms and also testing from third party, if required to be arranged at no extra cost.
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3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate.
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4. All holes will be made by drilling only. Gas cutting of holes will not be permitted.
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5. Electrodes manufactured by M/s. Ador Welding Ltd., ESAB India, Oxygen and D&H SECHERON only shall be used.
-
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Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in foundation & plinth upto FFL including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
7
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Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure at all levels including double scaffolding, raking out joints, curing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
80
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Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in partition walls in C.M. 1:4 at all levels, with stiffeners of reinforced cement concrete 1:2:4 (100mm x 100mm) size at every 900mm height including double scaffolding, raking out joints, form work for stiffeners, curing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
15
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Note: Reinforcement will be measured and paid for separately under relevant item of schedule.
-
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Providing and fixing in position first class double charged vitrified porcelain tiles (thickness to be specified by the manufacturers) with water absorption less than 0.08% and conforming to IS:15622, of approved manufacturer of size 600mmx 600mm of approved color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface using cement based high polymer modified quick set tile adhesise (water based) conforming to IS:15477 in average thickness of 6mm including grouting the joints, finished to levels, slope or plumb as required including cement based high polymer modified adhesise, cutting of tiles to required size and curing, acid washing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
10
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Cement concrete flooring 50 mm thick consisting of 38 mm thick cement concrete 1:1½:3 with 10mm size aggregate as under layer, and 12mm thick wearing surface with METALLIC FLOOR HARDNER cement being mixed with metallic floor hardener of approved quality and make in proportion of 4:1 (4 cement : 1 Metallic floor hardener) by weight and cement hardener compound mixed with 6mm down graded stone aggregate in the ratio of 1:2 by volume including, ramming, finishing, to required levels or slope, providing & fixing dividing strips, curing etc. complete generally as recommended by the manufactures or as per drawings, specifications and as directed by Engineer-in Charge.
-
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With aluminum dividing strips of size 25mm x 3mm
340
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Cement concrete flooring (IPS) with cement concrete of mix 1:1½:3 with graded stone aggregate of 10mm max. size, laid to proper level or slope in alternate bays, rammed and finished smooth including providing & fixing Aluminum dividing strips of size 25mm x 3mm thick, curing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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50mm thick
106
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Providing and Laying homogeneous anti-static PVC flooring with black conductive layer sandwiched in between PVC having anti static properties from 1.0 X 104 TO 1.0 X 106 Ohms, manufactured by M/s BHOR/PREMIER/RESPONSIVE/POLYFLOR/MARVEL/ KRISHNA VINYL of 2 mm thickness , of approved colour , pattern and designs for flooring/skirting laid on existing smooth cement tile or concrete or plaster finish, using fevicol SR 998 or other approved adhesive, close jointed to be welded and finished to proper bends, slope as directed etc. complete generally as per manufacturer's specifications including 50 mm wide copper strip as required etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
110
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Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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Black, Cherry/Ruby red shade
7
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Cement plaster 20mm thick in skirting and risers to steps with cement mortar 1:3 finished with a coat of neat cement including rounding of junctions with floor where necessary curing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
7
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Kota stone flooring/skirting, using 15mm to 20mm thick hand cut single machine polished kotah stone slabs laid over 20 mm thick mortar, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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In flooring with cement mortar 1:4 bedding and with machine polishing after laying.
95
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In skirting over cement mortar 1:3 backing, with exposed edge machine cut and surfaces hand polished after laying.
11
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Kota stone using 15mm to 20mm thick for Treads, Risers, window cills using machine cut double machine polished kotah stone slabs laid over 20 mm thick mortar bedding, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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For Treads/window cills over cement mortar 1:4 bedding, with all exposed edges machine cut and surfaces hand polished after laying.
2.5
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Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door insulated with polyurethane foam (density of PUF shall be 40kg/m³) of “Sen harvic/ABAQS/STAR METAL” make consisting of 1.5 mm galvanised pressed steel frame of size 105mm x 57mm with suitable stiffeners and 1mm prime quality galvanised pressed steel shutter, 35mm thick shutter with necessary stiffeners for hardware, with applying a coat of two pack epoxy primer and two coats of polyurethane paint above etc. complete including providing & fixing vision panel using 4mm plain glass, aluminum/CPMS fittings, fixtures, special design 10 mm dia S.S. pin hinges, Godrej make door closure and locking arrangements with screw and check for correctness of recesses and stiffening plates for all fittings & fixtures including the cost of grouting the hollow portion of door frame with cement concrete 1:2:4 etc. complete. Note: Fittings & fixtures shall be as indicated in tender drawing, etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
18.1
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Cement plastering at all levels for internal walls ceilings with cement mortar 1:4 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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12 mm thick
275
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20 mm thick
700
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Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. complete and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
620
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Waterproof cement plaster in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, cleaning of old surfaces, removing all dust, curing, hacking of concrete surfaces etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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12mm thick
55
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20mm thick
45
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Providing and fixing in position 24 G G.I. Chicken wire mesh of size 15mm x 15 mm fixed at the junction of beam and wall, junction of column and wall including cutting to required size, tying the mesh to bars/nuts which are properly welded to the metallic inserts or tying with 16 G annealed binding wire, removing all undulations, tight fixing and including cost of all materials and labours etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
30
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Providing cement based waterproofing treatment to Terraces (average thickness 110mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:4 with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel, including the cost of providing & fixing the glass fibre cloth (45gsm) of approved quality in top layer of plaster and finally finishing the surface with trovel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep complete. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification) etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
160
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Providing cement based waterproofing treatment to Sunken (average thickness 65mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:4 with necessary gradient for easy flow of water and continue the treatment along the inner faces of adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel in cement complete. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturer's specification) etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
10
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Note:
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Applicable for both the above item nos. 33 & 34.
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Stages of treatment: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 100 mm63mm (as applicable) size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
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(c) After two days of proper curing, applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:3 (1 cement :3 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of 45 gsm of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
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Note: 1. If due to location of rain water pipes/ drain pipes, the thickness of treatment exceeds 110mm/65mm to provide sufficient slope for easy flow of water, provision is to be made by lean concrete and shall be paid seperately
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2. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years.
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3. An amount @ 10% of the value of the item shall be withheld by the department for a period of 10 years from the date of completion.
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4.The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace/chajja.
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4.The waterproof brick bat coba filling coming over the waterproof plaster shall be measured in m³ separately and the cost of the same is not included in this item.
-
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Supply and filling under floors, with screened selected Sand including spreading, watering, ramming consolidating, finishing to levels etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
2
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Painting plastered surfaces with two coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
750
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Painting New exterior walls on rough surfaces with two coats of Snowcryl XT acrylic emulsion/APEX Ultima of approved shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
720
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Painting steel work with two coats of Synthetic enamel paint of approved shade and make over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
225
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Providing & applying, at all heights, 2 coats of overall dry film thickness of 150 microns using approved shade TWO COMPONENT ALIPHATIC POLYURETHANE WALL COATING using FIBFLOOR-PU of make of FIBREX /BASF/FOSROC over Polymer wall putty for smooth finish on entire surface area of wall including preparing the surface etc complete as per drawing, generally as per manufacturer’s recommendation / specification and as directed by Engineer-in-Charge. Note: The rate includes cost of all materials, labour, GST & all other taxes, scaffold, tools & tackles, safety appliances etc.
130
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Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality (SPARTEK/NITCO/BELL/KAJARIA/EURO/ SOMANI) over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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For flooring using tiles of size 300x300mm
12
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For Dado/Skirting using tiles of size 300x450mm
55
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Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of make M/s. Rajshree/Sintex/Plastiwood consisting of followings :
1.6
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1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specifications and as directed by Engineer-in-Charge.
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2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 95 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive & including all fittings, fixtures & 4 nos. 100 mm long heavy duty S.S. hinges etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing.
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Providing and fixing in position Gear Type operated by mechanically winding handle, steel rolling shutters as per IS-6248 of approved make, made from M.S. laths (80mmx1.20mm) size including all necessary fixtures, fittings, 1.20mm thick top hood, brackets, guide channels, ceiling strips, locking arrangements, shutter suspension shaft with 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and , ceiling strips, locking arrangements, and painting with two coats of synthetic enamel paint over a coat of approved steel primer including fixing the guides in masonry/concrete etc. with necessary coach screws/anchor fasteners, nuts, bolts, etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
14
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Providing and fixing in position anodized (min of grade AC 5) wall span with extruded and integrated aluminum sections as per approved make conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of p/f 5 mm thick float glass and/or apaque using 12 mm thick laminated particle board, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and horizontal section of wall spans shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm. Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm. The spacing of verticle and horizontal sections shall be in the range of 0.90 m to 1.50 m centre to centre, etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
35
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Providing and fixing in position anodized (min of grade AC5) aluminum doors with extruded and integrated aluminum sections as per approved make confirming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and middle horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 120 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm, including p/f 5.0mm thick clear sheet glass and/or opaque using 12mm thick laminated particle board, etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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Anodized aluminum (min of grade AC-5) doors, fully glazed with 5 mm thick glass or opaque using 12mm thick laminated particle board and the vertical members are internally braced with 12mm dia MS long bolt, SS handle on both sides as approved, floor spring/door closer of Godrej make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
12.6
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Providing and fixing in position anodized (min of grade AC 5) Aluminum three track sliding windows with mosquito net etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 92.00 x 36.00 x 0.90 mm thick, Bottom track sections of minimum size 92.00 x 31.00 x 1.50 mm thick, top & side members 92.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic/silicon sealant filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. including providing and fixing float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm) in two panels of window with edges champhered (wherever required) with PVC/Neoprene Gasket Lining and mosquito net jali ( SS Jali of 28 guage ) in one panel of window etc. complete as directed by EIC.
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With anodized aluminum section (min of grade AC 5) of approved shade
38
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Providing and fixing in position anodized (min of grade AC 5) Aluminum sliding door fully glazed with glass or opaque using laminated board etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. Vertical and middle horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 120 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.90 mm thick. Cleat angles shall be minimum 25 mm x 25 mm and thickness 2 mm, Horizontal section of door for handling roller shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm, Channel section for roller shall be minimum 38 mm x 38 mm and thickness of 1.75 mm, Snap beading shall be minimum 0.41 mm thick., including providing and fixing locking arrangement for lock, heavy duty roller, C.P. brass screws / stainless steel screws, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC, Including the cost of providing and fixing float glass panes of 5.0 mm thickness and/or 12 mm thick particle board as directed by EIC.
-
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Aluminium Sliding door with anodized aluminum section (min of grade AC 5) of approved shade
2.1
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Providing and fixing in position Aluminum partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows, north light glazing, aluminum rough ground etc. with extruded and anodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadings, anodised aluminum sheets manufactured to relevant IS codes and using minimum 2mm thick (or as specified) heavy sections INDAL/JINDAL/MAN or approved make including cost of pivots, approved door and window handles, PVC/Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge.
10
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-
Providing & laying in position 28 guage stainless steel mosquito proof jalli with aluminium frame work including fixing to the existing frame work, cost of all materials, washers, nuts, screws, tools & tackles etc. complete as per specifications and as directed by Engineer-in-Charge. Note : Aluminium sections will be measured and paid for separately under relevant item.
5
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Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of Sintex/Ashirwad/Plasto or approved make of 500 litres capacity with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for inlet, outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers, 25mm dia. ball valve (brass) with brass spindle of Plumber/Cubix/DRP or other approved quality etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
1
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-
Providing, laying, jointing, fixing, testing and painting as per colour code of heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of Prakash Surya or Jindal make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floor, chasing in walls, roof slabs and making good the same to the orifinal conditions, testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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-
20 mm n.b.
10
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-
25 mm n.b.
25
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-
32 mm n.b.
10
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-
Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends, CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacing, cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. , testing the pipes with clean water etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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20mm nominal size
25
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25mm nominal size
10
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-
32mm nominal size
5
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Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of Sant/Leader make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge.
-
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20 mm n.b.
1
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25 mm n.b.
2
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Providing and fixing heavy quality fancy variety C.P. brass screw down 15 mm n.b. BIB TAPS of approved make conforming to IS: 8931 on GI lines, etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
3
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Providing and fixing heavy quality C.P. brass screw down 15mm n.b. SWAN NECK TAP of Jaquar(FLR-5347N)/Plumber (AZT-1102) confirming to IS:8931 on G.I. pipe line, etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
2
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Providing & fixing EUROPEAN WATER CLOSET suite comprising of :
2
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a. Extended wall mounted with cistern European water closet of Parryware(closet- Cascade Nxt C0208, cistern C0758, Lid C2054, Hush soft close seat cover C8300 & fittings - C8017) all popular OR Hindware Constellation(Cat No. 20028, P-15.5 EWC, Cistern with lid Cat. No. 21038, seat cover & fittings all pastel Hindware make in glazed vitreous with integral 'P' or 'S' trap Conforming to IS.2556.
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b. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends.
-
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c. 15mm n.b. screw down variety heavy quality C.P. brass two way Angle/stop cock of Plumber (NEC-0599)/Jaquar (SQT-526AKN) conforming to IS : 781.
-
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d. 15mm n.b. screw down variety heavy quality C.P. brass two way Bib cock of Plumber (NEC-0209)/Jaquar (SQT-512ANKN) conforming to IS : 781.
-
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e. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of Plumber(U-1905 )/Jaquar.
-
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f. Health faucet(Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of Jaquar(ALD-573)/Plumber(MTL-1904).
-
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Providing and fixing C.P. brass Toilet pape roll Holder of Jaquar(ACR-CHR-1153)/Plumber(ER-0916) fixing on wall using C.P. brass screws, rawl plug etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
2
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Providing and fixing in position beveled or plain edge mirror of size 600x450 mm made out of best indian glass of 5.5 ± 0.5mm thick, manufactured by approved make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
2
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Providing and fixing large flat back half stal Urinal of Johnson Pedder (Race J85221C)/Parryware (New Magnum C0583) supported on suitable wall brackets with 32mm n.b. heavy quality approved make C.P. brass bottle trap with extension piece and wall flange suitable heavy quality C.P. brass waste coupling including C.P. dome grating etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
1
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-
Providing and fixing 15mm n.b. heavy quality C.P. brass flushing valve of Plumber (AC-8103)/Johnson pedder(JF8020A1) on G.I. line for flushing urinals of approved quality etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
1
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Providing and fixing at all levels best quality stainless steel Kitchen Sink comprising of :
2
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a. Best quality Stainless steel kitchen sink made of salem steel grade AISI-304 (18% Cromium/8% Nickel ) steel sink of bowl size 560 x 410mm x 254mm of 1mm thickness, " NIRALI" make (Grace plain large) supported on opening of RCC slab of platform, conforming to IS:13983. The Sink should include thin plastic film coating to protect against scratches during fixing etc.
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b. One number suitable steel plastic combination in built waste coupling heavy quality of size 32mm diameter.
-
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c. One number suitable heavy duty flexible PVC waste pipe of 32mm NB up to the top of floor trap.
-
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Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of :
2
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a. Best Indian make wash basin in white glazed vitreous chinaware of Johnson Pedder(J8470-SP/J8471-CTH)/Parryware (C-0406) conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above.
-
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b. One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety of Jaquar( CON-011KN)/Plumber (DL-50116) conforming to IS: 1795
-
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c. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends.
-
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d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of Jaquar (CON053KN)/Plumber (NEC-0507).
-
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e. One number 32 mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain.
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f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of approved make with extension piece and wall flange etc. complete of Dripless type.
-
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Providing and fixing C.I. Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on top including necessary 1:2:4 cement concrete for embedding the trap etc. confirming to IS:3989 and as per specifications etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
7
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Providing and fixing in position best Salt Glazed Stoneware Gulley Trap with 150mm x 150mm square inlet and 100mm n.b. outlet conforming to IS : 651 including embedding the trap in 1:3:6 cement concrete, 150mm x 150mm C.I. grating at top, constructing brick masonry chamber 300mm x 300mm (internal) in 200mm thick brick masonry using IInd class bricks, embedding the trap plastering with cement mortar 1:4, 20mm thick inside, outside and all exposed faces, finished with a floating coat of neat cement, providing and fixing C.I. frame and hinged cover weighing not less than 7kg, painting the grating, frame and cover with two coats of approved bitumastic paint etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
2
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Construction of Inspection Chambers of internal clear dimension 900x600mm in 200mm thick brick masonry using IInd class bricks in cement mortar 1:6 over a bed of 150mm thick 1:3:6 cement concrete foundation, plastering with cement mortar 1:4, 20mm thick on inside, outside and all exposed surface finished with a floating coat of neat cement, 1:2:4 cement concrete for benching and channel finished with net cement, brick corbelling at top to provide clear opening of 900mm x 450mm, providing and fixng C.I. steps weighing not less than 3.5 kg/each at 300mm centre to centre etc. complete as per drawings, specifications and as directed by Engineer-in Charge. - depth of chamber not exceeding 900mm.
1
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-
Providing and fixing C.I. FRAME AND COVER (Conforming to IS : 1726) of size, weight and numbers as specified in schedule of manholes and inspection chambers including cost of necessary 1:2:4 cement concrete and 1:4 cement mortar for fixing, painting the frame and cover with two coats of approved bitumastic paint of approved shade etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
50
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-
Providing, laying or fixing in position under floors or against walls centrifugally cast (spun) Iron or sand cast Iron socket and spigot soil, waste, ventilation pipes and fittings including cost of all fittings like bends, offsets, tees, tapers, collars, connectors, plugs, shoes etc. conforming to IS: 3989 and IS: 1729 respectively, including cost of jointing with tarred spun (jute) yarn and molten pig lead, caulking the joints, including testing, painting with two coats of approved paint over a coat of primer etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
-
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75 mm n.b. pipes (with 0.90 kg. of lead per joint)
30
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-
100 mm n.b. pipes (with 1.00 kg. of lead per joint)
25
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-
Providing and fixing in true horizontal level 600 x 600 x 15 mm false ceiling system manufactured by M/s Armstrong world Industries or Minwool Rock fibres limited of min. RH-90 using hot dipped galvanized sections exposed surfaces with precoated capping main Tee of size 24 x 32 x 0.27 mm at every 1200 mm c/c maximum and rotary stiched cross tee of size 24 x 27 x 0.27 mm at every 600 mm c/c and sub cross tee of size 24 x 27 x 0.27 mm at every 1200 mm c/c and wall angle of size 19 x 19 x 0.35 mm fixed to the periphery of the wall. The above grid is suspended at every 1200mm c/c in both directions using 12 guage pre straightened GI wire and 6 x x50 mm anchor fasteners, providing and laying tegular edged 600 x 600 x 15 mm ceiling tegular tiles , fixing with necessary screws /bolts, drilling holes in the ceiling , floor or walls , fixing with anchor fasteners wherever required , butterfly clips , hold down clips , hanger rods , applying jointing compound , sand papering , cutting panels to required size , providing extra frame work arounds openings etc. complete as per drawings , specifications & as directed by Engineer -in Charge.
210
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-
Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS of make Supreme/Astral Pipes/Finolex pipes conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, and scafolding etc. complete. as per specification and direction by Engineer In charge.
-
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110mm dia PVC pipes
30
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-
Supplying, lowering, laying, RCC spun pipes (Class NP2) of IS : 458 with necessary collars, laid to correct grade and levels at all depths including cutting to length, jointing with hemp yarn and C.M. 1:1, caulking the joints and finishing, curing, testing etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
-
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-
150 mm n.b.
35
-
-
300 mm n.b.
25
-
-
Providing and fixing laminated closed cell Polyethylene foam joint filler 20mm thick (CAPCELL-HD-100 or other approved make) for expansion joint or other places including cutting, positioning, supporting, scaffolding and filling with approved sealing compound etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
10
-
-
Providing and fixing in position EXPANSION JOINT COVERING USING 1mm thick G.I. sheet bent to proper shape and profile and secured in position with necessary screws, plugs etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
5
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-
Providing and fixing Welded wire mesh (25 x 25 x 3mm) of best quality and approved make to existing frame, including cutting, making holes, etc. fixed in proper line and level etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
70
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-
Providing and fixing 0.50 mm TCT color coated galvalume (Color Star Profile) sheets of make CRIL (Color Roof India Ltd.), Multicolor, Bhushan, JSW steel etc. in roof, facia including all overlaps metring, supplying and fixing self tapping screws, bolts, sealants, nuts and washers as if required and as per manufacturers code of practice and cutting the sheets as required including the cost of scaffolding, work at all heights, , rain water downtakes, etc. complete as per drawings, specifications and as directed by Engineer-in Charge.
300
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-
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