Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 5,00,000Document Cost
₹ 5,900Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2019_RRVPN_167860_1Bid Award Id
ViewTender No
SE-CIVIL-JAIPUR-19/2019-20/1Tender 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-24/6.1.6 Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortar 1:6 (1 cement:6 sand) above 30 CM thick walls.
631
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2297
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(B-25/6.3.4) Add extra for Random Rubble stone masonry with hard stone in wall upto 30 cm and less thickness
213
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117
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B-14/4.1 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
810
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4666
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B-15/4.2 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 / Design Mix
2
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5209
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B-12/3.2.2) 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
18
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4494
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B-16/4.9 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.
4945
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141
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B-17/4.10.3 Centring & Shuttering with plywood or steel sheets incl. strutting propping bracing both ways with steel props & removal of formwork for up to floor V level for: Columns, pillars, posts & struts etc
57
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311
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(B-18/4.14) Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed steel) as per drawing and design for R.C.C. and work including cost of binding wire with all lead and lift up to floor five level complete.
29300
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10.5
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B-13/3.8 P&F precast CC coping 1:2:4 mix 50mm thick complete as per specification
155
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331
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(B-40/9.1)Structural steel work in single section fixed with or without connecting plate including cutting, hoisting (height upto 10m), fixing in position and applying a priming coat of approved steel primer all complete
1294
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63
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(B-40/9.2)Structural steel work reveted , bolted or welded in builtup section trusses and frame work including cutting, hoisting (height upto 10m), fixing in position and applying a priming coat of approved steel primer all complete
14415
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71
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(B-41/9.8.1) 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
1505
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78
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B-65/12.3.2 Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick
1795
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157
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B-66/12.3.3 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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135
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B-72/12.44 Finishing walls with Acrylic smooth exterior paint of required shade including all scaffolding New work(Two or more coat applied @ 1.67ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10sqm)
350
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87
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(B-70/12.37.1) 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 with lime.
141
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11
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(B-73/12.48.1) Painting with synthetic enamal paint of approved brand and manufacturer to give an even shade two or more coats on new work.
444
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58
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(B-56/11.3.1)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.40 mm thick with 20 mm thick nominal size aggregate.
347
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261
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(B-58/11.9.2) Providing & fixing glass strips in joints of terrazo /cement concrete floors 20 mm wide and 3 mm thick for skirting
324
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16
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(B-46/9.38.3) 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
340
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574
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S-42/3.19.3 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
335
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287
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S-42/3.19.4 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 160mm dia
100
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372
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(B-6/1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm in depth , consolidation each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
1184
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98
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(B-45/9.35)P/F G.I. barbed wire between two post with G.I. staples complete
470
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11.02
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(B-62/11.28) 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
6274
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516
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(B-63/11.30) providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3(1cement : 3coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5 mm ) including making drainage opening wherever required complete including painting etc. as per direction of Engineer incharge (length of finished kerb edging shall be measured for payment) (precast C.C. kerb stone shall be approved by Engineer-in-charge)
113
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6000
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(B-42/9.12.1)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.
2
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2636
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B-21/5.9.3 Half brick masonry Superstructure above PL up to floor Vlevel using bricks of designation 75 in CM 1:6 (1cement:6 sand)
8
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372
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(S-60/4.6.2)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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2018
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(S-60/4.3.3)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.
40
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2561
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(S-18/2.2.3)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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270
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(S-18/2.2.1)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
-
182
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(S-18/2.2.6) 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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500
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(S-19/2.2.9) 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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1151
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S-44/3.21.1-S-46/3.33+S-46/3.35.2 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 1.0 Mtr
2
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3747
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S-44/3.21.1-S-46/3.33+S-46/3.35.2 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 1.80 Mtr
2
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5387
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S-44/3.21.1-S-46/3.33+S-46/3.35.2 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 2.20 Mtr
2
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6207
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(S-24/2.15.1) 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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317
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(S-24/2.15.3) 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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638
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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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1706
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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
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1495
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(S-35/3.8.6)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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915
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(G-2/304+G-33/4.1.14) Supply and stacking RIVER SAND aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge
2
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1224.9
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(G-2/295+G-33/4.2.14) 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 30 km complete in all respect as per dirction of engineer incharge
2
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1032.3
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(G-2/293+G-33/4.2.14) 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 30 km complete in all respect as per dirction of engineer incharge
484
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932.3
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(G-2/291+G-33/4.2.14) Supply and stacking 63 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge
10
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932.3
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B-64/11.32 Extra for vacuum processed concrete including cost of equipments, labour etc.
2953
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95
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(B-49/10.1.3) Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm 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 coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 0.63 mm thick with zinc coating not less than 275 gm/m2
108
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599
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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)
594
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11.5
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H-1/1.3 Supply & Stacking good earth at site complete including loading unloading & Transportation etc.
175
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86
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H-1/1.1.2 Supply of dry manure including loading unloading transportation and stacking at site. Compost
10
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402
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H-1/1.2.1 Supply of chemical fertilizers at store in bags weighting not less than 50 Kg each including loading & transportation etc Urea
200
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5.06
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H-1/1.4.5 Supply of insecticides & pesticides at store in dust / liquid from complete. Cholorophyriphos 20 Ec 2%
25
-
373
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(H-2/1.8) Supply of defferent sized lawn mower including transporation etc as store complete 350mm size Hand Lawn Mower
1
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2875
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(H-4/1.13.2) 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
-
37
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(H-4/1.14.2) 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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45.5
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H-3/1.12.1 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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31.5
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H-8/3.3 Planting of trees / shrubs / hedge & climbers plants at desired distance in a row & watering
150
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0.11
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H-9/1(b) Digging of pit size 60x60x60 cms including removal of stones, manuring applicable of insecticides & watering atleast 15 ltr per plant after planting
150
-
17
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H-9/2 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) Supply of PVC hose pipe of differnet size at store including transportation etc complet 25mm dia
30
-
46
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B-11/3.1.1 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 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
519
-
4484
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(G-33/4.8.14)Transportation of steel from ACOS, Heerapura,Jaipur to 132 KV GSS Karoli(Alwar) including bending, weighing, loading unloading & stacking at site complete in all respect as per direction of Engineer incharge
30
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435.8
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S-35/3.8.5 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
50
-
596
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(R-65/10.25.2.3)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. Span 701 to 1200 mm standred size (1500x600mm)
32
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1820
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(R-65/10.25.2.2)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. Span 451 to 700 mm standred size (1000x800mm)
20
-
1430
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(R-93/16.11) Cutting of construction joint/longitudinal joint 4 to 6 mm wide & 75 to 100 mm deep using mechanical concrete offer including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound
1164
-
72
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(R-14/4.2.2) Providing and laying granular sub bsae material having P.I. not more than 6, including spreading in layers not exceeding 150mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured) as per MORTH specification table 400-1,400-2: for grading-II with CBR value not less than 25 to attain 100% proctor density
705
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500
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R-11/3.17)Const of Empankment with Material Obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slpoes and compactiong by vibratory roller 8-10tonne to meet requirement of table 300.2 including cost of compensation for earth taken from private land with all lead as per morth specification clause no305
4325
-
132
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(R-64/16.45.3)(Based on PWD BSR 2019 Dausa circle ROAD WORKS)Supply and fixing fiber-reinforcement Ferro- cement drain cover light duty designed for road side drain, for class "B" loading duly marked on cover with adequated steel reinforcement having thickness 50mm to 75mm , anti - corrosive bitumen painted M.S plate Rim and on M.S liffting hooks, additives & Admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respectfor drains opening size 701 to 1200mm mm standard drain cover size 1500mm x700mm x70 mm
355
-
963
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(R-64/16.45.2)(Based on PWD BSR 2019 Dausa circle ROAD WORKS)Supply and fixing fiber-reinforcement Ferro- cement drain cover light duty designed for road side drain, for class "B" loading duly marked on cover with adequated steel reinforcement having thickness 50mm to 75mm , anti - corrosive bitumen painted M.S plate Rim and on M.S liffting hooks, additives & Admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respectfor drains opening size 451 to 700mm standard drain cover size 1000mm x 900mm x 60mm
118
-
787
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(R-64/16.45.1)(Based on PWD BSR 2019 Dausa circle ROAD WORKS)Supply and fixing fiber-reinforcement Ferro- cement drain cover light duty designed for road side drain, for class "B" loading duly marked on cover with adequated steel reinforcement having thickness 50mm to 75mm , anti - corrosive bitumen painted M.S plate Rim and on M.S liffting hooks, additives & Admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respectfor drains opening size 300 to 450 mm standard drain cover size 600mm x1200mm x50 mm
110
-
660
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(R-57/9.13) Maintance of lawns or turfing of slopes (rough grassing) for a period of one year including watering etc
594
-
124
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(R-12/3.25.2+R-10/3.7.3) Earthwork in cutting with all lead and lift including laying earth as per specification for compaction in 200mm thick loose layers and dressing by mechanical means using motor grader excluding rolling and watering and disposed soil to be levelled and neatly dressed n ordinary soil
1555
-
29
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(E-158/260723)SITC of radial/mixed flow submersible motor pump sets ISI marked (IS:8034-1989) of approved make with required accessories including making connection suitable for T.W./D.C.B./Open well. The job includes lowring of riser pipe, G.I./H.D.P.E. pipe with rope, cables, 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.100 mm dia submersible pump shall have following HP rating, phase, Head, minimum discharge respectively 5.0 HP, 3-φ, (55-150)Mtr, (166-60) LPM G1
1
-
28980
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(E-160/261412)Supply and fixing of oil / Air break DOL / Star Delta Starter made out of steel powder coated enclosure with single phasing protection , On /OFF push buttons , etc. complete in all respect suitable for following rating motors. fully automatic star/delta starter 3.0HP to 10.0HP
1
-
4560
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(E-16/040604)P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required 6.0 Sq.mm 3 core flat / Round G1
50
-
188
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(E-57/110103C)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
-
146
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