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 Date2 May 2024
Closing Date17 Jun 2024
Tender Amount₹ 6,70,00,000
Costs
EMD
₹ 13,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RRCAT_805795_1Bid Award Id
ViewTender No
RRCAT/CSD/3128/W- 4283/2024Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Bidder evaluation criteria
BOQ Items
0.00 metre to 1.50 metre below average G.L
1200
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1.50 metre to 3.0 metre below average G.L
900
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3.00 metre to 4.5 metre below average G.L
225
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-
4.50 metre to 6.0 metre below average G.L
225
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Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator) upto a depth specified below including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre all complete as per drawing, specification and as directed by Engineer in-charge.
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0.00 metre to 1.50 metre below average G.L
850
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1.50 metre to 3.0 metre below average G.L
600
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3.00 metre to 4.5 metre below average G.L
250
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-
4.50 metre to 6.0 metre below average G.L
250
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Excavation in foundations in hard rock by chiselling upto a depth specified below including dewatering, if necessary and stacking or disposing the excavated materials within a distance of 50 metre complete as per drawing, specification and as directed by Engineer in-charge.
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0.00 metre to 1.50 metre below average G.L
700
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1.50 metre to 3.0 metre below average G.L
400
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3.00 metre to 4.5 metre below average G.L
250
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4.50 metre to 6.0 metre below average G.L
250
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Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by mechanical means (hydraulic Excavator) 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 complete as per drawing, specification and as directed by Engineer in-charge.
100
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Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. all complete as per specification and as directed by Engineer in-charge. Note: The rate 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 etc complete as per drawing, specification and as directed by Engineer in-charge. .
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For soil
3000
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For rock
900
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Banking selected excavated earth obtained from borrow pits within RRCAT premises, in layers not exceeding 30 cm in depth, breaking clods, watering, compacting each layer with mechanical earth power rammer and dressing up, in filling for plinths, embankments for paths/roads, flood banks, marginal banks, and guide banks etc including excavations and all leads and lifts within RRCAT premises etc. complete as per drawing, specification and as directed by Engineer in-charge.
3000
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Construction of Granular sub base by providing coarse graded material as per specified 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 complete as per drawing, specification and as directed by Engineer in-charge.
-
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For grading - I material (with 75mm and down size aggregates)
215
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For grading - II material (with 53mm and down size aggregates)
215
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Providing pre-construction anti-termite treatment generally as per IS 6313 (Part-II)-1981 guaranteed for ten years complete. The treatment shall comprise of following stages :-
1275
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a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.
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b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.
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c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall @ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways.
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d). Treatment of soil along external perimeter of building :- Soil poisoning along external perimeter of the building including making holes with iron rods, 300mm deep @ 150mm intervals filling these holes @ 7.50 litres/m². of the perimeter walls. In the event of filling being more than 300mm, the external perimeter treatment shall extend to the full depth of filling upto the ground level so as to ensure continuity of the chemical barrier.
-
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Note: The amount @ 10% of security deposit deducted from the item shall be withheld by the department for a period of 10 years from the date of completion (as per service guarantee).
-
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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 as per specifications complete as per drawing, specification and as directed by Engineer in-charge. .
200
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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 387 kg/cum of concrete.)
-
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In foundations, footings, plinth beams, base of columns, flooring.
640
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In columns, mullions, pillars, posts, struts
180
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills.
400
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In facia, fins
40
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Providing, centering and shuttering using timber planks/steel plates/plywood including strutting and propping etc. at all height and removal of the same for in situ reinforced concrete and in plain concrete work. All complete as per drawing, specification 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
1150
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Columns, pillars, posts, struts, mullions etc.
1800
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.
3170
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Walls, partitions and the like including attached pilasters etc.
470
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Facias, drop walls, pardis, vertical and horizontal fins individually or forming box louvers and bands, staircase etc.
600
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Providing and fixing reinforcement for reinforced cement concrete using TMT bars of primary manufacturers 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 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire complete as per drawing, specification and as directed by Engineer in-charge.
122
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Note: 1 - The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars 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 - 1.60mm 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, hollow sections etc. of minimum grade Fe 250, at all levels including welding, painting with two coats of synthetic enamel over a primary coat of 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.)
9
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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 two coats of synthetic enamel over a primarycoat of 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.)
1.5
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Note:for Item no.14,15
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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 these 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, anchor 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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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 and compound wall pillars including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. complete as per drawing, specification and as directed by Engineer in-charge.
85
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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 all as per drawings, complete as per drawing, specification and as directed by Engineer in-charge.
390
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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 all as per drawings, specifications and as directed by the Engineer-in-charge. Note : Reinforcement will be measured & paid for separately under relevant item.
360
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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 drawing, specification and as directed by Engineer in-charge.
-
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12mm thick for ceiling
300
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20mm thick for walls
3800
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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 drawing, specification and as directed by Engineer in-charge.
2720
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Waterproof cement plaster in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. complete as per drawing, specification and as directed by Engineer in-charge.
-
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12mm thick
250
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20mm thick
500
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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 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 good 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 and giving cement-geru final finish complete as per drawing, specification and as directed by Engineer in-charge. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification)
1400
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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 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 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 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 .
(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 including laying glass fibre cloth of 45 gsm of good 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. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years.
-
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2. 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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3.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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Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door insulated with polyurethane foam (density of PUF shall be 40kg/m³) 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, heavy duty S.S. special pin hinges, 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 as per drawing, specification and as directed by Engineer in-charge. Note: Fittings & fixtures shall be as indicated in tender drawing.
42
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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) consisting of followings :
4
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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 primer. 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
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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 anodized (min of grade AC 5) aluminum louvered ventilators using aluminum alloys extruded section confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4mm thick bajri glass strip louvers, C.P. brass screws / stainless steel screws, mastic 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. and as directed by EIC. Including providing and fixing bajri glass of 4.0 mm thickness etc. complete as per drawing, specification and as directed by Engineer in-charge.
1
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Providing and fixing in position anodized (min of grade AC 5) Aluminum sliding door fully/partially glazed with glass or opaque using laminated board etc., using aluminum alloys extruded section 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 complete as per drawing, specification and as directed by Engineer in-charge.
-
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Aluminium Sliding door with anodized aluminum section (min of grade AC 5) of approved shade
11
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Specifications of glass :- clear sheet glass/float glass of 5mm thickness fixed to aluminum partitions with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete. Specifications of laminated board :- 12 mm thick both side laminated particle board of exterior grade - 1, Type II confirming to IS 12823 bonded with Phenol Formaldehyde Resin in doors using necessary standard aluminum beadings including wastages, if any, fixing to existing framework with C.P. brass / stainless steel screws as required and other incidental charges etc. complete.
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Fabrication, supply and fixing of extruded aluminum alloy double wall remote control Rolling shutters with side one operator drive unit and Direct drive option, confirming to IS 6248 (1979). Extrusion for the components of rolling shutters shall be conforming to 53000 (NE5) or 64430 (HE30) of IS: 733 etc. complete as per drawings, specifications and as directed by Engineer-in-charge.
24
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NOTE :- Curtain shall be built up from interlocking lath sections of aluminum alloy conforming to 53000 (NE5) or 64430 (HE30) of IS: 733. The thickness of lath sections for curtains shall not be less than 18 gauge (1.25 mm) section, with nominal profile height as 78 mm +/- 0.05 mm. The lath section shall have interlocking curls at both edges and a deep corrugation at the centre with a bridge depth of 16 mm to provide sufficient curtain stiffness for resisting manual pressure and normal wind pressure. Each lath section shall be continuous single piece without any welded joint. When interlocked, the lath section shall have a distance of nominal 75 mm between rolling centresThe Lock Plate provided at the bottom of the shutter, shall be composed of a mild steel plate not less than 3.15 mm thick, reinforced with mild steel angle not less than 35 x 35 x 5 mm at bottom of the plate. The lock plate shall also be provided withpulling handles, one handle for 2.5 m width and 2 handles for widths above 2.5 m.Guide channels shall be of mild steel deep channel section of rolled, pressed or built up (fabricated) construction. The thickness of the sheet used shall not be less than 3.15 mm.Each guide shall have a minimum of 3 fixing cleats. The spacing of cleats shall not exceed 0.75 m Bracket Plates shall be fabricated out of mild steel plate of 3.15 mm thick. Hood covers shall be made of mild steel sheets not less than 0.9 mm thick
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Providing and fixing in position at all levels, elevation and heights frameless fixed glazing units using specially designed aluminum alloy extruded channel section 20 x 25 x 2 mm thick . The extruded aluminum sections shall be finished with electrolytic bronze color anodizing of minimum thickness of 10 micron. Providing and fixing in position12 mm thick toughened glass (clear/tinted/frosted) , using structural grade weather sealant including providing and fixing in position 2nos. single leaf frameless glazed door (size 900-1000 mm X 2100-2400 mm) of 12mm thick toughened glass door using SS patch fittings like Top Patch , bottom patch , Patch and connector for over panel and side light , corner lock patch with EPC and strike plate , side and corner & central connectors for fixed portion of glass, floor pivot bearing double action floor spring suitable for 12mm thick 100 kg weight toughened glass shutter, 90 degree hold open including providing and fixing in position of size, 25mm dia., 450mm long stainless steel handles on both side of shutters, including cost of all materials required to complete the work, labours, machinery, fabrication, tests, scaffolding if necessary, chasing in the floor, chipping of walls, beams, columns, rectification of plaster, painting if required, transportation etc., complete required for completion of works complete as per drawing, specification and as directed by Engineer in-charge. (total area of glazing including 2 leaf glass door panels at one place =5.40 m X 3.00 m approx)
18
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Providing and fixing in position at all levels, elevation and heights frameless (clear/tinted) fixed glazing units using specially designed aluminum alloy extruded channel section 20 x 25 x 2 mm thick. The extruded aluminum sections shall be finished with electrolytic bronze color anodizing of minimum thickness of 5 micron. Providing and fixing in position12 mm thick toughened glass (transparent/frosted) , using structural grade weather sealant, connectors as required for fixing of glass including cost of all materials required to complete the work, labours, machinery, fabrication, tests, scaffolding if necessary, chasing in the floor, chipping of walls, beams, columns, rectification of painting if required, transportation etc., complete required for completion of works as per drawings, specifications complete as per drawing, specification and as directed by Engineer in-charge.
300
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Providing, fabricating and erecting S.S. tube railing of 304 Grade with glass panels comprising 50mm dia. & 16 gauge thick S.S. single pipe for top and vertical members, providing and fixing 12 mm thick polished edge etched plate glass panels with suitable brackets on runner pipes of 19mm dia. S.S on top & Bottom, including providing and fixing 12 mm etched glass, bottom and end caps as per approved design on the top & end of the members, buffing of welded surfaces, etching of glass with approved design and shade, rounding the edges of glass including cost of all fittings & hardware, clamps, screws, cutting, welding the joints, grinding/muffing if necessary etc. complete.
35
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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 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 etc. complete as per drawing, specification and as directed by Engineer in-charge.
-
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With glass dividing strips of size 25mm x 3mm
50
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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 Glass dividing strips of size 25mm x 3mm thick, curing etc. complete as per drawing, specification and as directed by Engineer in-charge.
-
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50mm thick
1100
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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 drawing, specification and as directed by Engineer in-charge.
40
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Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality 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 drawing, specification and as directed by Engineer in-charge.
-
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For flooring using tiles of size 300x300mm, 450x450mm
40
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For Dado/Skirting using tiles of size 300x450mm
110
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Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour, texture, shade and quality including machine/hand cut, polishing, buffing and rounding the edges as required all in line, level, (curvature of 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 drawing, specification and as directed by Engineer in-charge.
305
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Providing and fixing in position first class double charged vitrified tiles (9+/-1 mm thick) with water absorption less than 0.08% and conforming to IS:15622, of size 600mmx 600mm of approved color, pattern and design for flooring, skirting or dado, riser laid in floor/wall of existing concrete or plastered surface including 20 mm thick cement mortar 1:3 bedding close jointed and pointed with matching slurry @ 3.30 kg/sqm using white cement with pigments finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete as per drawing, specification and as directed by Engineer in-charge.
95
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Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 of as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends,CPVC MTA, FTA, S.S. Hax nipple of suitable length for Gyser inlet/outlet connection, flanze, extension nipple if required etc. and all other fittings required for the completion including jointing of pipes & fittings with one step CPVC solvent cement. Pipe & fittings are 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 clamps, wooden gutties, screws, cement, sand etc. complete all as per drawings, specifications & as directed by the Engineer-in-charge and testing the pipes with clean water as per specifications. Note.-The measurement shall be taken along the centre line of pipes and fittings or specials.
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20 mm n.b.
40
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25 mm n.b.
75
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32 mm n.b.
30
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Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs 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. complete as per drawing, specification and as directed by Engineer in-charge.
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25 mm n.b.
2
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32 mm n.b.
2
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P/F PVC rigid pipes of class B for waste water, sewage, acids etc. including all PVC plain & brass threaded fittings, jointing with durable solvent, testing the pipes etc. complete as per drawing, specification and as directed by Engineer in-charge.
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80mm n.b.
30
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110mm n.b.
25
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Providing, laying or fixing PVC RAIN WATER PIPES & FITTINGS conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with premium quality solvent ,clamping, and scafolding etc. complete. as per specification and direction by Engineer In charge.
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110mm dia PVC pipes
180
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Supplying, lowering, laying, RCC Socket & Spigot (S&S) 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 drawing, specification and as directed by Engineer in-charge.
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150 mm dia
30
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300 mm dia.
30
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Providing and fixing HDPE/CPVC 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. complete as per drawing, specification and as directed by Engineer in-charge.
7
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Providing and fixing in position best HDPE Gully Trap with 150mm x 150mm square inlet and 100mm n.b. outlet 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, 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 bitumastic paint etc. complete as per drawing, specification and as directed by Engineer in-charge.
2
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Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of :
4
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a. Best Indian make wash basin in white glazed vitreous chinaware of 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 & aerator foam flow of 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.
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e. One number 32 mm n.b. heavy quality C.P. brass waste coupling.
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f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap with extension piece and wall flange etc. complete of Dripless type.
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Providing and fixing in position readily available mirror of size 600x450 mm made out of best quality indian glass of 5mm thick, mounted on PVC decorative frame fixed in position with C.P. brass screws wth rawl plugs etc. complete as per drawing, specification and as directed by Engineer in-charge.
4
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Providing & fixing EUROPEAN WATER CLOSET suite comprising of :
2
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a. White vitreous china pedestal type water closet (European type W.C. pan) in vitreous Chinaware with internal 'P' or 'S' trap conforming to IS: 2556
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b. PVC, low level flushing cistern 10 litres capacity , mounted brackets with double syphonic pattern and all internal fittings conforming to IS: 7231.
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c. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends.
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d. 15mm n.b. screw down heavy quality, fancy variety C.P. brass Two way angle cock of conforming to IS:8931.
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e. Solid plastic heavy quality seat with lid of of approved colour with C.P brass pillar hinges, conforming to IS :2548 (Part I and II)
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f. Health faucet (Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook
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g. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle
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Providing and fixing large flat back half stall Urinal of size 610mmx400mmx380mm supported on suitable wall brackets with 32mm n.b. heavy quality 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 drawing, specification and as directed by Engineer in-charge.
2
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Providing and fixing C.P. brass Toilet pape roll Holder fixing on wall using C.P. brass screws, rawl plug etc complete all as per specifications and as directed by Engineer-in-Charge.
2
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Providing and fixing C.P. brass Towel rods of size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc complete all as per specifications and as directed by Engineer-in-Charge.
2
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Providing and fixing best quality approved colour and shade GRANITE PARTITION slab 14 to 15 mm thick and of size 1000mm x 650mm, polished on both sides, machine cut edges with rounded exposed corners including fixing in wall after chasing, with cement mortar or adhesive in proper level and line etc. complete all as per specifications & as directed by Engineer-in-Charge.
1
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Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps on G.I. pipe line conforming to IS:781
2
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Providing and fixing heavy quality fancy variety C.P. brass screw down 15mm n.b. concealed type Stop cocks confirming to IS:8931 on G.I./CPVC pipe line complete all as per specifications & as directed by Engineer-in-Charge.
2
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Providing and fixing 15mm n.b. heavy quality C.P. brass flushing valve on G.I./CPVC pipe line for flushing urinals of heavy quality etc. complete all as per drawing, specifications complete as per drawing, specification 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 drawing, specification and as directed by Engineer in-charge. - depth of chamber not exceeding 900mm.
1
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Supplying, transporting to work site scattered at various locations of RRCAT premises and placing in proper position locally available readymade medium duty Precast RCC covers with frames generally as per IS:12592 of following specified clear sizes including minor cutting, dressing, aligning to fit properly, levelled in existing manhole or inspection chambers or gulley trap chambers including rigidly embedding the frame in 100mm thick CC 1:2:4 complete including cost of all materials, labourers, taxes, cess, transport, curing, wastage etc. complete as per specifications and as directed by Engineer-in-Charge.
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Rectangular shape 900mm x 450mm internal dimensions
1
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Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of the following capacities 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 etc. complete as per drawing, specification and as directed by Engineer in-charge.
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500 litres capacity HDPE water storage tank
2
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Painting plastered surfaces with two coats of Acrylic emulsion paint of approved colour and shade over one coat of cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete
1600
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Painting New exterior walls on rough surfaces with two coats of External acrylic emulsion paint of approved colour and shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
3400
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Providing patented cement based waterproofing treatment at all depth below ground level from outside to Basement, Lift Pits, Trenches and other underground structures during construction, consisting of a waterproof layer over cement concrete 1:3:6 bedding finished with rough shahabad/Kotah stone of about 20mm thick, well pointed in the joints with cement and waterproofing compound as per manufacturer's specifications and continuing the treatment after completion of floor slab and side walls on the outer face of walls and upto a height of 300mm above the adjacent ground level. The total thickness of waterproofing treatment shall be about 75mm for floors and about 35 to 40mm for walls, complete as per drawing, specification and as directed by Engineer in-charge.
280
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Note: 1. The cost of C.C. 1:3:6 is not included in this item and is to be catered for separately.
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2. A working space of about 600 mm shall have to be provided in the excavation separtely for treatment of exterior faces of walls.
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3. The waterproofing treatment is to be Guaranteed for bone dry condition for a period of 10 years.
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4. 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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5. The measurement for payment shall be as per actual area covered by the treatment.
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Providing, fabricating, installing and fixing in position 4mm thick aluminum composite panels of required size over aluminum frame work for ceiling, masking, fascia, cladding ,etc. for linear as well as curvilinear shape for all heights and all levels etc., consisting of aluminum section of size 50 x 25 x 2mm th. rect. tubes for frames including cutting the members to required size, fixing by aluminum angle cleats of size 50x50x2mm thick to horizontal and vertical members placed @ 600 mm & 1200 mm respectively, as per design requirement, fixing the aluminum frame secured to walls, floor and ceiling/hang to existing frame work complete as per drawing, specification and as directed by Engineer in-charge.
25
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Providing & fixing in position Precast Cement Concrete Jalli, 75 mm thick of approved design & pattern of approx size 300 mm x 300 mm/600mmx600mm using RCC 1:1.5:3 including the cost of formwork & MS reinforcement as per specifications set in C M 1:3, close jointed and pointed with Cement paste including finishing the surface smooth, curing, hoisting & erecting in position etc. complete as per drawing, specification and as directed by Engineer in-charge.
10
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