Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 4,78,000Document Cost
₹ 5,900Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_RRVPN_282512_5Bid Award Id
ViewTender No
NIT 04( 2022-23 )Tender Authority
Rajasthan Rajya Vidyut Prasaran Nigam Limited ViewPurchaser Address
-Website
http://http://energy.rajasthan.gov.in/content/raj/energy-department/rajasthan-rajya-vidyut-prasaran-limited/en/home.html
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Documents
BOQ Items
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B-21/5.1.2 Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand)
19
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2930
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B-22/5.8.3 Half brick masonry with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation & plinth Cement mortar 1 : 6 (1 cement : 6 coarse sand).
17
-
363
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B-15/4.1 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
684
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3762
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B-18/4.13.2 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 upto floor five level.Hot rolled deformed bars (IS : 1139).
25960
-
70
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B-17/4.9 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.
3614
-
131
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B-57/11.3.1 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.
320
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227
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B-65/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.
1205
-
140
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B-65/12.2.2 .-Plaster on new surface on walls in cement sand mortar 1:4including racking of joint etc. complete fine finish :20mm thick.(B) 20 mm thick
48
-
158
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B-58/11.9 .1 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick
280
-
28
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B-65/12.7 Finishing with neat cement (punning).
48
-
30
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B-51/10.24 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 :
28
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90
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B-41/9.16 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
2
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2139
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B-39/9.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
5741
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65
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B-40/9.8 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
13341
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70
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B-71/12.48.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work
488
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56
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B-70/12.44 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ).
346
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63
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B-48/10.8 Providing non-asbestos high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (As per IS: 14871) roofing upto any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete excluding the cost of purlins, rafters and trusses corrugated sheets and including cutting to size and shape wherever required.
55
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263
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B-11/3.1.2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work upto plinth level.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size).
17.5
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3395
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B-12/3.3.1 Providing and fixing upto floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows
sills, shelves, louvers steps, staircases, etc. including carriage, hoisting
and setting in position with cement mortar 1: 3 (1 cement : 3 coarse
sand) cost of required centering, shuttering and finishing smooth with
6 mm thick cement plaster 1: 3 (1 cement : 3 fine sand) on exposed
surface, including all T & P, curing etc. complete :M15 grade Nominal Mix
1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
3.8
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5436
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B--5/1.28 Surface dressing of the ground including removing vegetation and
inequalities not exceeding 15 cm deep and disposal of rubbish lead
upto 50 Mtr. and lift upto 1.5 Mtr. : All kinds of soil.
7415
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656
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B-62/11.29.1 Providing and laying factory made chamfered edge Plastic coated
Designer Cement Concrete paver blocks of required strength,
thickness & size/shape, made by table vibratory method, to attain
superior smooth finish using PU or equivalent moulds, laid in required
Grey/Yellow/Red or any other colour & pattern over 50 mm thick
compacted bed of coarse sand, compacting and proper embedding /
laying of interlocking paver blocks into the sand bedding layer through
vibratory compaction by using plate vibrator, filling the joints with
fine sand and cutting of paver blocks as per required size and pattern,
finishing and sweeping extra sand in footpath, parks, lawns, drive
ways or light traffic parking etc. all complete as per manufacturer’s
specifications & direction of Engineer-in-Charge :
11.29.1 60 mm thick C.C. paver block of M-30 grade with approved colour
design and pattern.
8618
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595
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B-43/9.27.3 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20×3 mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame
work) of size :Welded mesh 25 mm × 25 mm × 2.1 mm.
241
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545
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B-4/1.25 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 50 meter and with all lift.
41
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68
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B- 40 /9.9Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting, welding and fabrication with priming coat of
red oxide (as per design).
460
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62
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B-45/9.34.1 & 9.35 Add or deduct for over basic item Extra for using galvanized barbed wire instead of black barbed wire.
375
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10.5
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Providing and fixing on wall face unplasticised - PVC moulded
fittings/ accessories for unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A including jointing with seal ring
conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm dia S Bend With Door S-29/3.33.8 S-29/3.33.4
30
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182
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Providing and fixing on wall face unplasticised Rigid PVC rain water
pipes conforming to IS : 13592 including jointing with seal ring
conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
(i) Single socketed pipes :Type A 110 mm dia(S-27/3.32.1)
148
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197
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Construction of Manhole in type of soil inner size 90 x 60 Cm. thick masonry in CSM 1:6,10 Cm. thick cement concrete 1:5:10 in foundation, 20 Cm. thick in side plaster in CSM 1:6 finished with floating neat cement,50 mm thick grade C.C flooring, making channels,80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring,25Kg. Ferro cement cover with frame of 450 mm dia.,earth work etc.complete as per design including disposal of surplus earth with in 50 mtr. Lead.(S-24/3.17.1) Depth up to 0.5 M
1
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3994
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S- 33 /4.21.3Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of 8 mm dia complete in all respect I.S.I. Make :B Class 100 mm dia.
4
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895
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S-32/4.5.4 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade
Fe 410 of following sizes at site of work :200 mm Nominal bore.
72
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1256
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S-32/4.6.2 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.
30
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1456
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S-34/ 4.24.1 Construction of Recharge Shaft in filter pit including Earthwork Excavation, lifting excavted earth with all lift and 50 m lead andcentering & shuttering evenever required :Diameter 900 mm.
6
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242
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S-34/4.25.1 Supply & fixing Pre-cast R.C.C. Rings at the mouth of recharge shaft of M 20 mix with 40 mm thickness :Diameter 900 mm.
7
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696
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S-33/4.23.2 Construction of tube-well upto 100 m depth and above to accomodatehousing and assembly pipe in all types of alluviumstrata by rotaydrilling method with "code of practice for construction and testing
of tube-wells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) : 1979 bothamended upto date) with supply of bail plug if necessary. The workwill not include cost of housing pipe and strainer pipe assembly cost,gravel and development work. Work would be deemed completed onlyafter obtaining sound free water during pumping :200 mm Nominal bore
100
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1089
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S-34/4.28.01 Supply & lying River-gravels of following sizes in recharge shaft, filterpit after screening & washing from kachha shift without deduction ofvoids :Size 9 to 12 mm.
1.5
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1815
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S-34/4.28.2 Supply & lying River-gravels of following sizes in recharge shaft, filterpit after screening & washing from kachha shift without deduction ofvoids :Size Size 3 to 5 mm.
0.5
-
2662
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S-34/ 4.29 Supply & laying of clean, clear sharp river sand of size 1 to 2 mmcoarse, without deduction of voids.
0.5
-
3388
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H-1/1.1.1 Supply of dry manure including loading unloading,transportation & stacking a site :Fram yard manure (organic).Fram yard manure (organic)
14
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500
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H-1/1.3 Supply & Stacking good earth at site complete including loading unloading & transporation etc.
84
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187
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H-1/1.4.5 Supply of insecticides & pesticides at store in dust/liquid form complete:Cholorophyriphos 20 Ec.
6
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400
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H-5/2.2 Digging pits in ordinary soil & refilling the same withthe excavated earth mixed with manure in the ratio of2:1 by valume (2 parts of stacked valume of earth afterreduction by 20% 1 parts of stacked volume of manureafter reduction by 8%) flooding with water anddressing including removal of surplus earth (Costof manure or extra good earth if needed to be paidseparately) pit dia 60 cm x 60 cm deep.
300
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18.75
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H-5/2.1.1 Spreading of manure and good earth in requiredthickness (cost of manure and good earth to be paid
separately).
98
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20
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H-3/1.12.1 Supply of different variety of tree/ shrubs/climbersaccording to height and age of the plant atsiteincludingloading/unloading & transportation etc. complete :Different flowering plants 900 mm to 1500 mm
75
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50
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H-3/1.12.3 Supply of different variety of tree/ shrubs/climbersaccording to height and age of the plantatsiteincludingloading/unloading & transportation etc.
complete Different varieties of climbers 900 mm to 1500 mm.
225
-
40
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H-7/3.3 Planting of trees/Shurbs/hedge & climbers plants at desired distance in a row & watering
300
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25
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H-9/2 Maintenance of plants by the contractor including pots/ bids watering preparation of Thavala Hoeing weeding etc. &
application of insecticides etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost.
1800
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12
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H-7/3.1.2 Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure of
extra good earth to be paid separatley) Maintenance of lawns for 30 days of more till the grass forms a thick lawns free from
weeds & fit for mowing in the duration of planting if lawndie some where the contractor will replant it at his own cost : In rows 7.5 Cms. apart in either direction.
414
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4600
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H-2/1.6.2 Supply of different sized pots at site store includingloading unloading & transporation etc. : Cement pot 350 mm size.
25
-
180
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