Rajasthan State Road Development And Construction Corporation Limited Tender
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Costs
EMD
₹ 65,760Document Cost
₹ 590Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RSRDC_438354_1Bid Award Id
ViewTender No
RSRDC NIT 394/2024-25 (Sl-4)Tender Authority
Rajasthan State Road Development And Construction Corporation Limited ViewPurchaser Address
-Website
http://http://roads.rajasthan.gov.in/content/raj/roads/en/home.html
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Documents
BOQ Items
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Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand.
22.05
483
10650
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Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr.
140.61
52
7312
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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.
-
-
-
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M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
28.95
1568
45394
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and Admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All work up to plinth level. All work upto plinth level Add or deduct for providing richer or leaner mixes respectively. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.
50.94
1877
95614
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All work from plinth level up to floor three level. Walls, columns, pillars, posts and strutAdd or deduct for providing richer or leaner mixes respectively.Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.
50.6
2090
105754
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All work from plinth level up to floor three level.Beams, plinth beams, girders, bressumers, cantilevers, suspended floors, lintels, roofs and staircases including spiral staircases, shelves etc.Add or deduct for providing richer or leaner mixes respectively.Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.
31.5
2432
76608
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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
18
136
2448
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Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
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Walls (any thickness) including attached pilasters, buttresses plinth and string course.Add extra for using steel props and bracing etc. instead of wooden member over item Nos. 4.12.1 to 4.12.3
440
348
153120
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Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. Add extra for using steel props and bracing etc. instead of wooden member over item Nos. 4.12.1 to 4.12.3
161
381
61438
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Thermo Mechanically treated bars
22433.04
70
1570313
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Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
500
91
45500
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Extra if square,rectangular hollow tubelar sections are used or grill made by flats only
400
12
4800
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Grading roof water proofing treatment with :Cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size).
14.18
1770
25099
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
226.8
16
3731
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Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :12mm thick.
264.4
105
27894
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6mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand)
77.57
113
8765
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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
40
82
3280
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Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)For area of each slab from 2001 to 5000 Sq.Cm
50
852
42625
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P&F APP (Atactic Polypropylene Polymer) modified free fabricated five layer 2mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen mebrance @ 0.40 Qtl/ sqm by the sub-membrance manufactured of density of 25 degree C, 0.87-0.89Kg/ ltr and viscosity 70-160 CPS over the primer coat the layer of membrance shall be laid using butancetorch also sealing all joints etc. and preparing the surface complete. The vital physically and chemical parameters of the mebrance shall be as under- Joint strength in longitudinal and transverse direction at 23 degree C as 350/300 N/Sqcm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150 Degree C. Cold flexibility shall be upto 2 C when tested in accordance with ASTM, D-5147 (The laying of mebrane shall be got done through the authorized applicator of the manufacture of membrane).2mm (for corrugated roof sheets)
56
276
15456
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Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete
144.4
75
10830
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Applying one coat of Cement primer of approved brand and manufacture on wall surface including all scaffolding:
144.4
21
3032
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Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:
144.4
71
10252
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Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint
10.8
2476
26741
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Add extra for double leaf shutters.
10.8
495
5348
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Providing and laying 20 to 25 mm size glazed tiles pieces for rooof treatment having colour and shade as approved by the Engineer incharge over 25 mm thick layer of cement mortar mix 1:4 with application of cement slurry including finishing of joints with ordinary cement and curing etc. complete in all respect. Washing with acid.
147
193
28445
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P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 40 mm nominal bore.
3
762
2286
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P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :
-
-
-
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Exposed on wall
-
-
-
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40 mm dia nominal bore. ''B' Class
150
351
52650
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50mm dia nominal bore ''B' Class
30
401
12030
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P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
-
-
-
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(-do-) 50mm nominal bore.
2
1037
2074
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(-do-) 40mm nominal bore.
4
762
3048
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Pipe (F) Galvanised Iron (G.I.) Pipe Fittings Union
-
-
-
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50mm dia nominal bore
4
98
392
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40mm dia nominal bore
8
65
520
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Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :
-
-
-
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300mm dia Internal
450
431
194085
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Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design :
-
-
-
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Depth up to 1.5 M
15
9577
143655
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Add extra over item 3.20.1 for every additional 0.10m depth above 1.5 m depth .
15
503
7545
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P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.
-
-
-
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160 mm dia
50
323
16150
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Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil
-
-
-
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Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.
500
182
91000
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Add extra for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 Mtr. but not exceeding 3 Mtr.
200
291
58240
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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.
-
-
-
... More
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
135
1568
211680
... More
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr.
365
52
18980
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