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 Date22 Sep 2022
Closing Date21 Oct 2022
Tender Amount₹ 97,40,000
Costs
EMD
₹ 1,94,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Two Nos Of Steel Watch Tower And Extension Of Armory Building At Rrcat Indore
Description
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Contact
Tender Id
2022_RRCAT_713809_1Bid Award Id
ViewTender No
RRCAT/85AI/CSD/3060/W4145/2022 dated 19.09.2022Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre complete as per specifications and as directed by Engineer-in Charge.
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0.0m to 1.5m below average G.L.
50
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1.5m to 3.0 m below average G.L.
75
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Excavation in foundations in hard rock by chiselling including dewatering, if necessary and stacking or disposing within a distance of 50 metre complete as per specifications and as directed by Engineer-in Charge..
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0.0m to 1.5m below average G.L.
50
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1.5m to 3.0 m below average G.L.
50
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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.complete as per specifications and as directed by Engineer-in Charge.
100
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Excavation in Trenches, for pipes and sewers in soft 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 and disposing the surplus earth within a distance of 50m. complete as per specifications 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.complete as per specifications and as directed by Engineer-in Charge.
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For soil, Note: The rates in respect of item 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.
250
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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 specifications and as directed by Engineer-in Charge.
2.5
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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 specifications and as directed by Engineer-in Charge.
5
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Breaking existing cement based waterproofing treatment of following areas, stacking of serviceable materials and carting away of unserviceable materials to the departmental disposal yard etc. complete as per specifications and as directed by Engineer-in Charge.
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Terrace treatment (110 mm average thickness)
60
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Cement concrete 1:3:6 using graded stone aggregate 40 mm maximum size including machine mixing, consolidating, finishing, curing etc. complete excluding formwork, as per drawings, specifications and as directed by Engineer-in-charge.
15
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Cement concrete 1:2:4 using graded stone aggregate 40 mm max. size including consolidation, finishing, curing etc. complete but excluding formwork complete as per specifications and as directed by Engineer-in Charge.
10
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REINFORCED CEMENT CONRETE of M-25 grade 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. Note : The Minimum Cement Content for Design Mix concrte shall not be less than 387Kg/cum. all complete as per specifications and as directed by Engineer-in Charge.
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In foundations, footings & plinth beams
50
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In columns, mullions, pillars, posts, struts
12
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls, and window cills.
15
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Providing, centering and shuttering using timber planks/steel plates including strutting and propping etc. upto first floor and removal of the same for in situ reinforced concrete and in plain concrete work all complete as per 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
25
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Columns, pillars, posts, struts, mullions
70
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, landings balconies, chajjas etc.
150
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Walls, partitions and like
5
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Providing and fixing reinforcement for reinforced cement concrete using TMT bars of SAIL / RINL/TATA make 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.
10
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Note: a) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. b) Reinforcement steel of Grade Fe 500 conforming to IS 1786 TMT BARS shall be supplied from M/s. SAIL or M/s. TATA STEEL or M/s. Rashtriya Ispat Nigam Ltd., from their own plants rolled from virgin material and not from their rerollers or conversion agents. c) The contractor shall supply copy of Documentary evidence of purchase of steel, test certificate from the firms and also testing from third party if required to be arranged at no extra cost.
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Providing, fabricating, cutting, erecting and fixing in position structural steel works of any shape using ISMBs, joists, Channels, angles, flates Tees etc., as per IS:2062 ., 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. Note: 1) Structural steel conforming to IS: 2062 and IS:4923 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. 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. 4) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5) Electrodes manufactured by M/s. Advani Oerlikon, ESAB India, Oxygen and D&H SECHERON only shall be used.
13
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Providing, fabricating, cutting, erecting and fixing in position strucutral steel works of any shape using Structrural steel sections such as RHS(Rectangular Hollow section), SHS(Square Hollow sections and circular Hollow sections of steel grade Yst 310 as per IS:4923, at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. All complete as per specifications drawings and as directed by Engineer-in-charge. Note: 1) Structural steel conforming to IS: 2062 and IS:4923 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. 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. 4) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5) Electrodes manufactured by M/s. Advani Oerlikon, ESAB India, Oxygen and D&H SECHERON only shall be used.
9
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Providing, fabricating, cutting, erecting and fixing in position Structural steel work of any shape using palin and 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. Note: 1) Strucutral steel cofirming to IS:2062. 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. 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. 4) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5) Electrodes manufactured by M/s. Advani Oerlikon, ESAB India, Oxygen and D&H SECHERON only shall be used.
2
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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 specifications and as directed by Engineer-in Charge.
30
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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 specifications and as directed by Engineer-in Charge. Note:- Reinforcement will be measured and paid for sepratly under relevant item of Schedule.
50
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Cement plastering 20mm thick at all levels for internal walls, ceilings with cement mortar 1:4, over brick walls or concrete surfaces, including hacking of concrete surfaces, double scafolding, curing etc. complete and as directed by Engineer-in-Charge.
300
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Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing, hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. complete.and addition of water proofing compound @ 2% of weight of cement for the base coat & final coat respectively etc. complete as per specification and as directed by Engineer-in-Charge.
150
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Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces for all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick including final rendering, double scaffolding, hacking of concrete surfaces, curing, making grooves etc. complete and addition of water proofing compound @ 2% of weight of cement for the base coat & final coat respectively etc. complete as per specification and as directed by Engineer-in-Charge.
150
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Providing cement based waterproofing treatment to roofs/terraces/ Cahajja/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).
25
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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 63 mm size with 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.
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Providing waterproof BRICK BAT COBA for filling in the depression of toilets, bathroom etc., as per the specifications of specialised waterpoofing agencies and finishing the surface even so as to be suitable to receive the tiles etc.complete as per specifications and as directed by Engineer-in Charge.
2
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Providing and fixing in position 9 mm +/-1mm thick first class double charged vitrified porcelain tiles 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 over 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.
60
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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 specifications and as directed by Engineer-in Charge..
-
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For flooring with tiles of size 450x450x6mm and 300mm x 300mm x 6mm
15
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White/Coloured Glazed tile flooring/dado using 1st quality 6mm thick glazed tiles of size as mentioned below (SPARTEK/NITCO/BELL/KAJARIA/EURO/SOMANI) with necessary specials etc. over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching white/coloured cement slurry and 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 specifications and as directed by Engineer-in Charge.
-
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For Dado/Skirting using coloured tiles of size 300x450mm
60
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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/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 50 mm anchor fasteners, providing and laying tegular edged 600 x 600 x 15 mm ceiling 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.
60
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Providing, laying, jointing, fixing and testing PVC rigid pipes of class B of Supreme or Astrol brands ensuring thermal stability for hot or cold water,waste water, sewage, acids etc including all CPVC plain & brass threaded fittings including jointing with durable solvent including testing the pipes at a pressure of 6 kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in-Charge. Note: The measurement shall be taken along the centre line of pipes including fittings, specials etc.Excavation etc shall be paid under relevant item.
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80 mm n.b.
25
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110 mm n.b.
15
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Providing, laying, fixing and testing PVC rigid pipes of Stiffness Class SN8, SDR34 of Supreme or Astrol brands ensuring thermal stability for hot or cold water, waste water, sewage, acids etc. including all CPVC plain & fittings including jointing with durable solvent including testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. Note: The Measurement shall be taken along the centre line of the pipes including fittings, specials etc. Excavation etc. shall be paid under relevant item. all complete as per specifications and as directed by Engineer-in Charge.
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160mm OD PVC pipes
70
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Construction of Inspection Chambers of internal clear dimension 900x600mm in 200mm thick brick masonry 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 - The depth of chamber not exceeding 900mm.
4
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Providing and fixing in position best quality Salt Glazed Stoneware Gully Trap with 150mm x 150mm square inlet and 100mm n.b. outlet conforming to IS : 651 including embedding the trap in 1:4:8 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 7 kgs., painting the grating, frame and cover with two coats of approved bitumastic paint etc. complete as per specification and as directed by Engineer-in-Charge.
3
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Providing, transporting, lowering and laying in position at site at required depth on prepared foundation concrete beds ready made PVC Septic Tanks made of Sintex/Astral or other approved make with in built provision for standard manhole cover, provision for 150mm dia. inlet & outlet, 80mmdia. vent within the tank, construction of brick masonry chamber up to ground level from septic tank of internal clear size 600x600mm in brick masonry with cement mortar 1:6 raised up to ground level, palstering of the Chamber with cement mortar1:4, 20mm thick on inside, outside and all exposed surfaces, finished smooth including providing C.I. steps weighing not less than 3.5Kg at 300mm c/c of the chamber, depth not exceeding 1000mm etc. complete, including the cost of 1 nos. of 80mm dia. PVC vent pipe about 3.0m long embedded in PCC 1:2:4 bed of 450mmx450mmx300mm and projecting 2m above ground level and terminating with PVC cowl at top and providing and fixing 150mm dia. PVC tee etc. complete. Note : Excavation for septic tank, PCC foundation bed for septic tank and covers to be paid for separately under relavant items.
2
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Supplying,transporting to work site scaterred at various locations of RRCAT premises and placing in proper position locally available ready made Medium duty Pre-Cast RCC covers with frame generally as per IS 12592 of following specified clear size including minor cutting,dressing,alighning to fit properly levelled in existing man hole or Inspection chambers or Gully trap Chambers including rigidly embadedding the frame in 100mm thick cement concrete 1:2:4 compete including cost of all materials,reinforcing wires,labourers,taxes,cess,transport,curing,wastage etc. complete as per specifications & as directed by the Engineer-in-charge.
-
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Rectangular shape 900mm x 600 mm internal dimensions
4
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Providing and fixing roof sheeting in two layers at all heights, 0.55 mm thick TCT colour coated fully screwless Galvalume sheets joined to be double lock standing seam with 52 mm depth & 350 - 550 mm pitch or equivalent size of make 'Lloyed/Multicolor or other approved make in top & 0.50 mm thick color coated multi ribbed liner panels at bottom of roof including all overlaps mitring and expandable S.S. clips/HAT section of thickness not less than 2mm @ 1.2 mtre c/c to join the sheets to purlins as per manufacturers code of practice. including providing & fixing ends flashings, rainwater downtakes, gutter sheets, facias etc.,
70
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Top/bottom ridge, S. S. end Flashing, E.T.P. closures matching with profile panels and cutting the sheets as required including jointing screwless sheet using electric portable seamer at site and liner panels using self drilling & self taping fasteneres, sealers, cost of scaffolding work at all heights including providing and fixing 50 mm thick rock wool slab insulation (48 kg/cum density) with factory made laminated aluminum facing FSK vapour barrier (Aluminum foil) on one side on top of liner panels etc. complete and as directed by Engineer-in-Charge.
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Providing fabricating, installing and fixing in position exterior grade 4mm thick aluminum composit panels of required size over aluminum framework for masking, facia, cladding etc. for liner as well as curvilinear shape for all heights and all levels etc. consisting of aluminum section of size 50x25x2mm thick 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 generally @600mm & 1200mm respectively as per design requirement, fixing the aluminum frame secured to walls, floor and ceiling/hang to existing frame work. The frame members shall be cladded using 4.0mm thick prime quality aluminum composite panels of approved shades made out of 3mm thick FR grade mineral core sandwitched between two aluminum sheets (each 0.5mm thick) manufactured by Durabuild,Alstone, Alstronge etc. using 3M-VHB tape and sealent for fixing aluminum panels/glass, necessary filling up of gaps at junctions,top, bottom and all sides by glass sealent(No.789 of Dow corning or equivelent) all fittings, fixtures necessary for fixing of panels, screws/revets, G.I. wire etc. making cut outs, fixing extra frame work and necessary arrangements for opening for supply/return air slit lighting fixtures etc. complete.
180
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Providing & fixing in position 50mm thick Rock Lioyd Rockwool slab of desnsity not less than 48 Kg/Cum of approved size manufactured by M/s Lioyd Insulation (India) Ltd. At all heights including protecting the slab by housing the same in 200 SWG LDPE bags including cutting the slab to required size, cost of all materials & labours involved for complete work, scaffolding etc. complete as per drawings, specifications and as directed by Engineer-in-Charge.
100
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Providing and fixing in position anodized (min of grade AC10) / powder coated (min 50 microns) aluminum three track sliding windows, ventilators 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,
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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 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 scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. 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 etc. complete and mosquito net jali in one panel of window as directed by EIC.
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Sliding windows with Box frame and sliding channel, concealed locking arrangement and 5mm thick glass.
10
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Providing and fixing in position anodized (min of grade AC10) / powder coated (min 50 microns) Fixed window, Ventilators 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 5mm thick float glass, Neoprene gasket, 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. all complete as per specifications and as directed by Engineer-in Charge.
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Louvered ventilators with operable glass louvers 5mm thick
3.5
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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 etc. complete as per specifications and as directed by Engineer-in Charge.
500
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Painting the exterior walls and roof with two coats of Snowcryl XT acrylic emulsion/APEX Ultima of approved shade over a coat of exterrior grade primer including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling holes with putty, scaffolding and cleaning etc. complete as per specifications and as directed by Engineer-in Charge.
550
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Painting steel work with two coats of Synthetic enamel paint of approved shade and made over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning etc. complete as per specifications and as directed by Engineer-in Charge.
750
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Providing, laying, jointing, fixing, testing & painting as per colour code of RRCAT heavy quality (Class "C") M.S. GALVANISHED PIPES as per IS : 1239 including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, nipples, bends and all other fittings, required for the completion except screwed flanges confirming to IS 1239 & 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 original conditions, including cost of all jointing material like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete, testing the pipes with clean water complete as per drawings, specifications & as directed by the Engineer-in-charge.
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15mm n.b.
10
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20mm n.b.
15
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25 mm n.b.
50
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32mm n.b.
50
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40mm n.b.
20
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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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25 mm n.b.
2
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32mm n.b.
2
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Providing and fixing approved Orissa pattern water closet suite comprising : a). Orissa pattern water closet of HSI or Cera or Parryware, White glazed vitreous chinaware, size 580mmx400mm with 'P' or 'S' trap, conforming to IS:2556. b). 9 + 1 litre capacity plastic low level flushing cistern of best quality of HSI or Cera or Parryware.conforming to IS : 7231 complete with all internal fittings, mounted on a pair of white enamel painted brackets. c). 32mm n.b. heavy quality S.S. flush bend pipe of appropriate length with all brass specials, wiped solder joints etc. concealed in wall. d). 15mm n.b. screw down variety heavy quality C.P. brass stop cock conforming to IS : 781. e). One number 32mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain. f). One number 32mm n.b. C.P. brass heavy quality bottle trap with extension piece and wall flange etc. complete of dripless of approved equivalent. g). Waste pipe 40mm dia heavy quality class 'C' G.I. pipe with tees etc. of about 750mm long.
3
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Providing & fixing best quality wash basin of size 550 x 400mm with plain rims, comprising of: a). Wash basin of white glazed vitreous chinaware of HSI or Cera or Parryware or Nycer conforming to IS ; 2556 part- IV supported on suitable wall brackets and of size mentioned above. b). One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut conforming to IS :1795. c). One number 15mm n.b. heavy quality P.V.C. inlet connection with brass unions at ends. d). One number 15mm n.b. heavy quality C.P. brass screw down stop cock conforming to IS : 781 e). One number 32mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain. f). One number 32mm n.b. C.P. brass heavy quality bottle trap with extension piece and wall flange etc. complete of dripless of approved equivalent. g). Waste pipe 40mm dia heavy quality class 'C' G.I. pipe with tees etc. of about 750mm long.
3
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Providing & fixing in position beveled or plain edge mirror made out of best Indian glass 5.5±0.5mm thick, manufactured by M/s. Hindustan Pilkington or Modi Float mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws with rawl plugs etc. complete of size 600mm x 450mm as per drawing, specifications and as directed by the Engineer-in-Charge.
3
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Providing and fixing at all levels heavy quality approved make 15mm n.b. quarter turn type fancy variety C.P. bib taps of Jaquar /Plumber of easy clean variety with jam nut etc. as per drawing, specifications & asdirected by Engineer-in-Charge.
3
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Providing and fixing C.P. brass Towel rods of make Jaguar (ACN-111SM) or approved make of size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all complete. as per drawings, specification and as directed by Engineer-in-Charge.
3
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P/F CPVC pipes of class SDR 11 of Supreme/Astral brands having thermal salbility for hot & cold water supply including all CPVC plain & brass threaded, fixing with clamps, jointing the pipes with one step CPVC solvent, cost of cutting chases and making good the same, testing the joints etc. complete as per specifications and as directed by Engineer-in-ChargeNote.-The measurement shall be taken along the centre line of pipes and fittings or specials but excluding flanges.
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20 mm n.b.
35
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25 mm n.b.
25
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32 mm n.b.
20
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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. 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, EPDM 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.
6.5
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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 75 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,
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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, 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 CPVC/HDPE FLOOR TRAP (with C.P. brass/stainless steel grating with hinge) of self cleaning design with 75mm outlet having a minimum water seal of 50 mm with stainless steel grating on top including necessary 1:2:4 cement concrete for embedding the trap etc. complete, conforming to IS : 3989 and as per specification and as directed by Engineer-in Charge.
4
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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).complete as per specifications and as directed by Engineer-in Charge.
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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 mm 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 the thickness of treatment exceeds 110mm, for easy flow of water, provision is to be made of extra brick relevant item in this chapter. 2) The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years. 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. 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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110 mm average thickness with geru finish
60
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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 specifications and as directed by Engineer-in Charge.
30
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Providing and fixing Welded wire mesh (25 x 25 x 2.5mm) of best quality and approved make to existing frame, including cutting, making holes, etc. fixed in proper line and level etc. complete as per specifications and as directed by Engineer-in Charge.
60
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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/Jindal, in roof, facia including all overlaps metring, supplying and fixing 'J' hooks bolts, nuts and washers as per manufacturers code of practice and cutting the sheets as required including the cost og scaffolding, work at all heights etc. complete as per specifications and as directed by Engineer-in Charge.
70
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