Public Works Department Tender
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Costs
EMD
₹ 35,800Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_CEPWD_432364_4Tender No
NIT 18/2024-25 EE PWD DN I SIKARTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ).
1500
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Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding : Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
1500
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Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : 25 mm thick . Commercial Veneer both side
25
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-
Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
18.75
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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membran @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane.
3 mm thick
250
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Renewing glass panes,with putty and nails wherever necessary Float glass panes of thickness 4 mm
100
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-
Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance.
50
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-
P & F Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall : PVC with PVC bend and superior internal fittings
2
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-
P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good
3
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-
P&F Beveled edge mirror of special glass of appd make (Atul/equivalent) complet with 6mm thick asbestos cemetn sheet ground fixed to wooden scrwes & washers. Size 600 x 450mm x 4mm thick
3
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-
P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : CP Brass Long body, 15 mm nominal bore weight not less than 690 gm.
20
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-
P&F Stop Cock (IS:8931 mark), Superior quality of approved make : C.P. Brass Concealed Stop Cock 15 mm.
5
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P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection with 37 Cm. long thread and nut.
5
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-
P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :
-
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Gun-metal 25 mm nominal bore.
5
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P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 1000 litres capacity
4
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P&F Ball Cock (IS:1703 mark), with Rod & P.V.C. Ball complete : Brass wt.Not less than 400 gm, 20mm.
4
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-
P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia.
100
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 110mm dia. Bend 87.5
16
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)
-
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20 mm nominal size
150
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25 mm nominal size
150
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Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 Rajasthan Black Above 3601 Cm2 Slabs
10
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P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :
-
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1.0 mm thick stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make as per Engineer-in-charge with large waste coupling. 24 x 18 x 8 20x16x8
2
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P & F Sink Cocks of superior quality & approved made: C.P. Sink cock swinging spout 15 mm.
2
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-
Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 3.0mm thick (Wt. 5.0 Kg./Mtr. Sq.)
4
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Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
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1200 mm Sweep BEE 3 Star rated (service value =5.0 to 5.5 )
16
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Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD 20% ,p.f.≥0.95,CRI 80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
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1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing
20
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-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
13.5
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
3.38
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-
Random Rubble stone masonry for foundation and plinth in cement sand mortar 1:6 (1 Cement : 6 Sand above 30cm thick wall.
8.55
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Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). Wall upto 30cm. and less thickness.
15.75
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Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :
10.5
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Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Raised and cut pointing.
90
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-
Tubewell work
-
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Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion / rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I & II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200 mm Nominal bore.
120
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Supply of ERW M.S. black casting pipe ISI marked (IS:4270/1992) of grade Fe 410 of following sizes at site of work. 200 mm nominal bore
60
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Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore.
60
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S & F tube well cover of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size : 250mm dia.
1
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Development of tube well as per IS specification using suitable compressor to give and free water for required yield of the gravel packed tube well.
12
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-
P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 50 mm dia nominal bore. 'B' Class.
110
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-
P & F Full-way valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 50 mm nominal bore.
5
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-
Interlocking Concrete Block Pavement
Providing and Laying of Interlocking M-30 grade Concrete Block Pavements as per drawings and IS 15658:2006.with all materials shall conform to MoRTH Specification Clause 602. Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm.
253
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-
Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Welded mesh 50 mmx 50 mm x 2.1 mm
20
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-
Water Tank
-
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
3.92
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-
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
1.82
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-
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).
2.21
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Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 3 (1 cement : 3 coarse sand) Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry .
30.52
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate.
5.61
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Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 20 mm thick.
61.04
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Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding : New work (Two or more coats applied @ 3.84 kg/10 sqm).
61.04
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Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge
7.15
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Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.54
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-
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