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Tender For Construction Of Foundations, Cable Trenches And Levelling Dressing Work At 220 Kv Gss Karoli, Alwar (Up Gradation Of Existing 132 Kv Gss), karauli-Rajasthan

Rajasthan Rajya Vidyut Prasaran Nigam Ltd-RRVPN has published Tender For Construction Of Foundations, Cable Trenches And Levelling Dressing Work At 220 Kv Gss Karoli, Alwar (Up Gradation Of Existing 132 Kv Gss). Submission Date for this Tender is 12-03-2024. Foundation Work Tenders in karauli Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

42619472
Tender For Construction Of Foundations, Cable Trenches And Levelling Dressing Work At 220 Kv Gss Karoli, Alwar (Up Gradation Of Existing 132 Kv Gss)
Open Tender
Indian
Rajasthan
karauli
12-03-2024

Tender Details

Construction Of Foundations, Cable Trenches And Levelling Dressing Work At 220 Kv Gss Karoli, Alwar ( Up Gradation Of Existing 132 Kv Gss )

Key Value

Document Fees
INR 5900 /-
EMD
INR 657000.0 /-
Tender Value
INR 3.28 Crore /-

BOQ Items

Name of Work: Construction of Foundation, cable trenches and Levelling & Dressing work at 220 KV GSS Karoli (Upgradation of existing 132 kV GSS)
Sl. No. Item Description
1(B-1/1.8)Earth work in excavation by mechanical means Hydraulic excavator/manual means in found trenches or drains not exceeding 1.5 M in width or 10 Sqm on plan including dressing of sides and ramming of bottom lift upto 1.5 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr all kind of soils.
2(B-1/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed All kinds of soil
3(B-3/3.1.6) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
4B-6/6.1.6 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.
5B-25/6.3.4 Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness.
6B-4/4.1Providing 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
7(B-4/4.13.2) 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 up to floor five level. ("Original producers" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139).
8B-4/4.9Centering 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.
9(B-4/4.10.1) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.
10B-4/4.11 Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured)
11B-11/11.3.1Cement Concrete flooring1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate)finished with a floating coat of neat cement including cement slurry making of lines or grooves et c. complete but excl the cost of nosing of steps etc. complete40mm thick with 20mm thick Nominal Size aggregate.
12(B-7/7.12) 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).
13B-12/12.3.2Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick
14B-12/12.3.3 Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 12mm thick
15B-9/9.2Structural steel work riveted, bolted orwelded in built up sections, trusses and framed work , including cutting, hoisting (height up to 10 m), fixing In position and applying a priming coat of approved steel primer all complete:
16B-12/12.46.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work
17S-3/3.44.2 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110mm dia
18S-3/3.16.3P&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
19S-3/3.17.9P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 110 mm dia Bend : 87.5
20R-11/3.17Construction of embakement with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope & compacting by vibratory roller 8-10 Ton 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 no. 305.
21(B-12/12.42) Finishing walls with Acrylic smooth exterior paint of required shade including all scaffolding New work (Twoor more coat applied @ 1.67ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10sqm).
22(B-1/1.25) 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 up to 50 meter and with all lift
23(B-9/9.1) Structural steel work in single section fixed with connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joist, flats, tees, angles and channels. (B-9/9.1)
24(B-9/9.8) Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
25(S-2/2.2.9) P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 100mm dia nominal bore "B" Class
26(B-9/9.17) Providing and fixing M.S. sheet 1mm thicksingle 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.
27(G-7/982+G-4/4.1.14) Supply, stacking and laying Coarse Sand(Zone III) free from organic matter and vegetation including loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge
28(B-11/11.9.1) Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick
29(B-1/1.10.2) 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 Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.
30(S-3/3.3.6) Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe.(Excluding cost of pipe) 300mm dia S.W. pipe
31(S-3/3.8.5) 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 :300mm dia Internal
32(S-3/3.21.2) 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 450x450 depth upto 0.50 Mtr. Cement cover with frame
33(R-16/16.46.3)(Based on PWD BSR 2022 Jaipur circle ROAD WORKS) Supply & Fixing 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 anticorrosive bitumen painted M.S. Plate Rim and On M.S. lifting hooks additives & admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect For drain opening Size 701 to 1200 mm Standard Drain Cover Size 1500mm x700mm x70mm
34(R-10/10.25.1.3)Providing and fixing of Reinforced Ferro cement Drain cover designed for class "A & AA" class loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc.For Class "A" Loading for drain Opeining Size 701 ot 1200 mm Standard Drain Cover Size 1500 mm x 600mm. (R-10/10.25.1.3)
35(R-10/10.25.1.2)Providing and fixing of Reinforced Ferro cement Drain cover designed for class "A & AA" class loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc.For Class "A" Loading for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000x800mm.
36(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
37(S-2.15.1) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 15mm nominal bore.
38(S-2.15.3) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 25 mm nominal bore.
39(G-2/293+G-4/4.2.14) 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
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