Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 5,74,000Document Cost
₹ 5,900Tender Fee
₹ 1,180
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
2022_RRVPN_274886_1Bid Award Id
ViewTender No
NIT 01/2022-23 SE Civil Jaipur 02Tender 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
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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B-3/3.1.7 P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
703
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3042
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B-1/1.13.1:-.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 kind of soil
181
-
122
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B-6/6.1.7 Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).
649
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2577
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B-6/6.3.2 : Extra over item No.6.1 & 6.2 for :Wall upto 30cm. and less thickness.
194
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122
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B-4/4.1 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
698
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4383
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B-4/4.2.1 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor Three 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strut etc. M20 grade Nominal Mix
2
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4776
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B-3/3.3.3:- Providing laying cement concrete incl curring compection etc complete in retaining walls, return walls, walls (any thickness) incl attached pilasters, coloums, piers, abutment, Pillars, posts, struts, buttresses, string or lacing courses, parapits, coping, bed block, ancher blocks, plain window sills, fillets, lavelling courses etc. upto floor V level excluding the cost of centering and shuttering. M15 gr nominal mix 1:2:4(1cement:2coarse sand:4graded stone aggregate 20mm nominal size
15
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4777
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B-4/4.6 :-Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level.
4058
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143
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B-4/4.7.3:- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Columns, pillars, posts and struts etc.
52
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314
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B-4/4.12.4 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 (Conforming of relevent IS code)
24681
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67
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B-15/15.6 P&F precast CC coping 1:2:4 mix 50mm thick complete as per specification
122
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222
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B-9/9.1.1Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.
1318
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69
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B9/9.3.1;-Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.
18610
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73
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B-9/9.19 Providing and fixing steel gate grading and grilles made of angles, tees, square bars, flats or black pipe with hold fast and fittings complete as per design and drawing incl cutting welding and fabrication with priming coat or red oxide
1058
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88
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B-12/12.9.2 Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick
1898
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181
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B-12/12.9.3 Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 12mm thick
10
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145
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B-7/7.3:- Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).
40
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693
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Item Rate painting exterior surface of wall with 100% acylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including sand papering, prime coat making smooth surfaco with cement based putty etc complete in all respect.
312
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127
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(B-12/12.47.1) Colour washing of all shades to give an even shade including all scaffolding : New work (two or more coats) with a base coat of white washing .
104
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14
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(B-12/12.68.1) Painting with synthetic enamal paint of approved brand and manufacturer to give an even shade two or more coats on new work.
327
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70
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(B-11/11.3.2)Cement concrete flooring 1:2:4 (1cement:2 course sand:4 stone aggregate finished with flouting coat of neat cement slurry ,making of lines or grooves etc. complete but excluding the cost nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate.
435
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296
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B-11/11.21.3 Providing & fixing glass strips in joints of terrazo /cement concrete floors 20 mm wide and 3 mm thick for skirting
391
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14
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(B-9/9.40.3) Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3 mm including top cross laps inside and outsides welding, iron bolts,crews,clipsetc.complete(excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm
246
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786
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S-3/3.19.3 P&F rigid PVC pipe (IS 4985 mark) class IInd /4 Kg P.SqCM ) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant 110mm dia
321
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218
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B-1/1.30 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 up to 50 meter and with all lift.
1982
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62
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B-9/9.59+9.61 P/F G.I. barbed wire between two post with G.I. staples complete
345
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15
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B-11/11.57.1 Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks:
1) Shape as defined by Engineer incharge
2) Tensile splitting strength and braking load as per BS 6717:2001
3) Color: Grey cement natural colour
4) Variation in dimension: Less than 1.6mm.
5) Variation in thickness: Less than 3.2mm
6) Abrasion: As per BS: 6717:2001
8078
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585
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(R-8/8.3) Road BSR 2019 providing & Fixing precast cement concrete M-15 grade kerb over 20mm thick base of cement mortar 1:6 including jointing with cement mortar 1:4 and painting with ene=amel paint complete as per MoRTH speciication clause : 1000 & 1700 ( Size 30 Cmx30 CM x 15 CM)
430
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361
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B-9/9.22.1 Providing and fixing 1mm thick M.S. sheet garrage door shutters with frame of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames) Using M.S. angles 40 x 40 x 6mm for diagonal braces.
3
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3102
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B-5/5.8.4 + 5.9Half brick masonry in foundation & plinth using bricks of designation 75Cement mortar 1 : 6 (1 cement : 6 coarse sand) + Add extra over item No. 5.8 for half brick masonry in super structure upto third story including cost of norminal hoop reinforcement (2 Nos. ,6mm Ø M.S. bar at every fourth course) .
8
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485
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(S-4/4.6.2)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.
40
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1965
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S-4/4.3.2:- Construction of Tube-well upto 100 Meter depth and above in all type of rocks by Baling method and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm dia
40
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1757
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S-2/2.2.3 P & F G.I. Pipes (External Work) with G.I. fittings (IS : 1239 Mark) including trenching & refilling earth etc. 25 mm dia B Class
120
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237
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S-2/2.2.1 P & F G.I. Pipes (External Work) with G.I. fittings (IS : 1239 Mark) including trenching & refilling earth etc. 15 mm dia B Class
100
-
153
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S-2/2.2.6 P&F G.I. Pipe (External work) with G.I. fitting (IS :1239 mark) including trenching & refilling earth etc. 50 mm dia nominal bore B Class
50
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450
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S-2/2.2.9 P&F G.I. Pipe (External work) with G.I. fitting (IS :1239 mark) including trenching & refilling earth etc. 100 mm dia nominal bore B Class
8
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1010
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S-3/3.21+3.21.1 Construction of manhole in all type of soil inner size 90 X 60 Cm. 450 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. + Depth up to 0.5 M
2
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6261
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S-3/3.21+3.21.1 Construction of manhole in all type of soil inner size 90x60 CM 450mm thick masonry in CM 1:6 10 CM thick CC 1:5 :10in foundation 20mm thick inside plaster in CM 1:6 finished with floating neat cement 50mm thick M-15 Gr CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 Gr CC flooring RCC cover with frame of 450mm dia E/W etc. complete as per design incl. Disposal of surplus earth within 50 Mtr lead. Depth up to 1.5 Mtr
2
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8676
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S-3/3.21+3.21.1 Construction of manhole in all type of soil inner size 90x60 CM 450mm thick masonry in CM 1:6 10 CM thick CC 1:5 :10in foundation 20mm thick inside plaster in CM 1:6 finished with floating neat cement 50mm thick M-15 Gr CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 Gr CC flooring RCC cover with frame of 450mm dia E/W etc. complete as per design incl. Disposal of surplus earth within 50 Mtr lead. Depth up to1.80 Mtr
2
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9159
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(S-2/2.15.1) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun metal 15 mm nominal bore
5
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288
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(S-2/2.15.3) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun metal 25 mm nominal bore
5
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562
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(S-24/2.15.6) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun metal 50 mm nominal bore
4
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1459
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(S-25/2.16.6)P & F Gun-metal Non-return valve or check valve (IS:Make) of approved make, superior quality : 50mm nominal bore. Horizontal
1
-
1282
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(S-3/3.8.6)P&L Jointing RCC class NP-2 non pressure pipes IS 458 mark of approved make with collars jointed with CM 1:2 or having spigot and socket ends with flexible rubber ring joint including testing of joints etc., complete 450 mm dia internal.
50
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724
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G-3/3.57.1+G-5/5.1+13 Supply and stacking RIVER SAND aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 80 km complete in all respect as per dirction of engineer incharge
2
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1900.4
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G-3/3.72.9+G-5/5.2+13&14 Supply and stacking 20 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 80 km complete in all respect as per dirction of engineer incharge
2
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842.5
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G-3/3.72.7+G-5/5.2+13&14 Supply and stacking 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 80 km complete in all respect as per dirction of engineer incharge
710
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759.5
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G-3/3.72.3+G-5/5.2+13&14Supply and stacking 63 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 80 km complete in all respect as per dirction of engineer incharge
19
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704.5
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BD-10/10.25.5:- Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :0.63mm thick
108
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759
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(H-8/3.1.1) Laying of lawn including ploughhing leveeling breaking of clods manuring & removing of stone et. (cost of manure or extra good earth to be paid seperately) maintenance of lawns for 30 days or more till the grass forns a thick lawan free from weeds & fit for moving in the duration of planning if lawn die some where the contrctor will replant it at his own cost (in rows 15 cm apart in either direction) PWD Building BSR 2019 Dausa
594
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30.74
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B-1/1.33.2 Filling in plinth with locally available river shingle/good earth under floors including watering ramming consolidating and dressing complete including cost of. Locally available good earth
231
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283
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R-10/1:- Supply at site of work well-decayed farmeyard manure, from any available source, approved by the engineer in charge including carriage, screening and stacking.
10
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175
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H-1/1.2.1 PWD Building BSR 2019 Dausa Supply of chemical fertilizers at store in bags weighting not less than 50 Kg each including loading & transportation etc Urea
200
-
7.94
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H-1/1.4.5 Supply of insecticides & pesticides at store in dust / liquid from complete. Cholorophyriphos 20 Ec 2% (PWD Building BSR 2019 Dausa)
25
-
276
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(H-2/1.8.2) (PWD Building BSR 2019 Dausa) Supply of defferent sized lawn mower including transporation etc as store complete 350mm size Hand Lawn Mower
1
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5102
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(H-4/1.13.2) (PWD Building BSR 2019 Dausa) Supply of different varieties of Bougainvillea in poly bags/ earthen pots according to height, groth & age of the plant at site including loading, unloading & transportation etc. complete (Different varieties of Bougainvillea 600mm to 900mm)
25
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82.5
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(H-4/1.14.2) (PWD Building BSR 2019 Dausa) Supply of different varieties of rose plants in polyetlene bags/ earthen pots according to height, groth & age of the plant at site including loading, unloading & transportation etc. complete (Different varieties of grafted rose plant)
25
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77.5
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H-3/1.12.1 (PWD Building BSR 2019 Dausa) Supply of different varities of tree/ shrubs / climbers according to height and age of the plant at site including loading/ unloading & Transportation etc complete. Different flowing plants 900mm to 1500mm
100
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117.5
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H-8/3.3 (PWD Building BSR 2019 Dausa) Planting of trees / shrubs / hedge & climbers plants at desired distance in a row & watering
150
-
0.25
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R-10/21.2 (PWD Building BSR 2019 Dausa) Digging Holes in all kinds of soil and refilling the same with the eaxcavated earth mixed with well decayed farm yard manure(Cost of well decayed farm yard manure to be paid separately) Hole 0.6 m dia and 0.6 m deep
150
-
46
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H-9/2 (PWD Building BSR 2019 Dausa) Maintenance of plants by the contractor including of pits / 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
900
-
11
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(H-3/1.10.3) (PWD Building BSR 2019 Dausa) Supply of PVC hose pipe of differnet size at store including transportation etc complet 25mm dia
30
-
92
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R-9/3.2:- Const, of un-reinforced without dowe bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2M30 (Grade), Coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm, mixed ina concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding sprips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.Cement concrete M-30 grade
462
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5432
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S-3/3.8.5 Providing, laying & jointing RCC class NP2 non pressure pipes (IS:458 mark) of approved make with collars, jointes with CM 1:2 or having spigot and socket ends with flexible rubber rings joint including testing of joints etc complete. 300mm dia internal
231
-
442
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(R-11/31.3)Providing and fixing reinforced ferro cement drain cover designed for class AA loading having 75 to 150 mm deep anti corusive bitumen painted MS Plate rim and MS lifing hooks, admixture like plasticizer bond improving compound, shirnkage resistance compound, ebrasion resistant complete as per approved design etc.1500 x 600 mm (150 mm thick)
32
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2393
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(R-4/2(b).1 P&L granular sub-base material having P.I. Not more than 6 including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and Grading as per MoRTH specification Table 400-1, 400-2 with CBR value not less than 25 to achieve 100 % Proctor density
634
-
515
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(R-3/19.1+R-1/1.13+14)+ R-3/9+R-3/11.1 +R3/6) Const of Empankment with Material Obtained from borrow pits with all lifts up to 1.5 meter , transporting to site, spreding, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specif with lead upto 30 KM (46+133.80+10x2.9+21+7+8-23=221.80
9329
-
221.8
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R-64/16.45 :- S/F of Fiber reinforced Ferro Cement drain cover (light duty ) designed for side drain for class "B" Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75mm anti corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks additive es & admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect. (a)For drain opeing Size 451 to 700 mm Standard Drain Cover Size 1000mm X 900mm X 60 mm(16.45.02)
147
-
787
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(B)For drain opeing Size 701 to 1200 mm Standard Drain Cover Size 1500mm X 700mm X 70 mm(16.45.03)
536
-
963
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R-10/16 Maintance of lawns or turfing of slopes (rough grassing) for a period of one year including watering etc
594
-
128.87
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S-3/3.23.1 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.
33
-
2311
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Supply Installation testing & Commissioning of Radial / mixed flow ISI marked water filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034:2018 and IS 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM E210714 100 mm
2
-
25021
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Supply Installation testing & Commissioning of ISO certified company made DOL/Star-Delta Starter panel made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. Appropriate type test certificate / OEM test report 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 . For Three phase Submersible / Mono block pump. 3.0 HP to 10.0 HP ( Star / Delta starter ) E211422
1
-
6614
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E040604 Supplying and Laying ISI marked P.V.C. insulated submersible cable as per PWD specification for electrical Works confirming to IS:694 and as per IS 8130 : 2013 of 1.1 kV grade .Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( 10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4 including making connection etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. All as per pre approved by Engineer in charge, making connections. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 6.0 sq mm 3 core flate/ round
50
-
184
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E-110224C) P/Laying P.V.C insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I of Group2 of approved make in ground as per IS:1255 including excavation of 30cm*75cm size trench, 25cm thick under layer of sand, Iind class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 4 core 6.0 sq. mm armoured
200
-
242
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