BRR : 10164317
Click Here To View Tendering Authority. Price Bid City/State :  alwar, Rajasthan
Tender Brief : Tender For Renovation Of C/R building, Strengthening Of Power Transformer, Construction Of App Road And Other Civil Works At 33 Kv S/S Jindoli, 1 PART-A 2 (B-162/14.55)Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 3 (B-144/12.37.3)Removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandla/loi and all scaffolding (for colour changing only) 4 (B-144/12.37.1)Distempering with oil bound washa... Read More
Tender Value
10,00,000
Submission Date
13-12-2024
Participated Bidder List
2 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics 10,17,954.69 L2
2 cnet-technologies Bid Analytics 9,99,695.42 L1
Work Detail
tender for renovation of c/r building, strengthening of power transformer, construction of app road and other civil works at 33 kv s/s jindoli, 1 part-a 2 (b-162/14.55)dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 3 (b-144/12.37.3)removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandla/loi and all scaffolding (for colour changing only) 4 (b-144/12.37.1)distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:new work (two or more coats) over and including scrapping andpriming coat with cement primer. 5 (b-145/12.42)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 ). 6 (b-142/12.22.1)providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete.(a) new plastered surface (three or more coats) 7 (b-44/1.8) earth work in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter all kinds of soils. 8 (b-54/3.1.6)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 40mm nominal size) 9 (b-65/5.1.2)brick masonry with f.p.s. bricks of class designation 75 infoundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand) 10 (b-66/5.8.3)half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 11 (b-72/6.17.3)supplying and fixing in walls machine cut and polished stone shelves, tands andin cm 1:3 with machine cut edges :kota stone minimum 30mm thick. 12 (b-139/12.3.2)plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish:20mm thick. 13 (b-139/12.3.3)12 mm thick 14 (b-139/12.3.1)25 mm thick 15 (b-145/12.41.1)finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: (a) new work (two or more coats applied @ 3.84 kg/10 sqm) 16 (b-145/12.41.2)old work (one or more coats). 17 (b-62/4.13.2)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). 18 (b-59/4.1)providing and laying in position specified grade ofcement concrete forall 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 19 (b-54/3.1.1)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. m20 grade nominal mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 20 (b-98/9.2)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: 21 (b-152/13.24)labour charges for repair to door / window with out using any material such as applying randha ( finishing ) tightening of bolts & screw etc 22 (b-132/11.18.2)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 23 (b-132/11.19.1)kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. for area of each slab upto 2001 sqmm 24 (b-101/9.19.3)providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :windows side hung /ventilators top or centre hung (openable) 25 (b-102/9.26)supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 26 (b-102/9.27)providing and fixing square bars or other flat welded to window, ventilatiors etc. 27 (b-98/9.5)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. 28 (b-100/9.17)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 29 (b-93/8.13.2.1)providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 30 mm thick .commercial veneer both side 30 (b-93/8.14)extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 31 (b-146/12.45.1)applying priming coat :with ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 32 (b-146/12.46.1)painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(a) two or more coats on new work 33 (b-146/12.46.2)(b) one or more coats on old work. 34 (b-139/12.1.1)plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :25 mm thick 35 (b- /13.12)repair to stone masonary in cement sand mortar 1:6 with old and new stone. 36 (s-217/1.2.2)p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 37 (s-223/1.45.1)p & f looking mirrors with p.v.c. frame of approved make as per direction of engineer-in-charge size 500x400mm 38 (s-221/1.36.3)p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall :size 550 mm x 400 mm 39 (s-224/1.47.8)p & f towel rail or ring of approved quality/make: c.p. brass towel ring revolving type 40 (s-225/1.52.1)p & f soap dish or tray of approved quality / make c.p. brass 41 (s-240/2.38.2)providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. (concealed work including cutting chases and making good the walls etc.,)(a) 20mm nominal size 42 (s-240/2.38.4)(b) 32mm nominal size 43 (s-240/2.39.2)providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings, this included jointing of pipes & fittings with one step cpvc solvent cement , trenching refilling & testing of joints complete as per direction of engineer in charge. (external work).(a) 20 mm nominal size 44 (s-240/2.39.4)(b) 32 mm nominal size 45 (s-233/2.12.1)p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15mm.brass (is : 8931 marked) 46 (s-232/2.7.3)p & f bib cock (is : 8931 mark), superior quality of approved make:c.p. brass bib cock,15mm nominal bore. 47 (s-233/2.14.9)p & f flush cock / flush valve (is : 9758 mark) for wc of approved quality make :brass / gunmetalhalf-turnwt. 1 kg.ofapprovedquality / make,25mmnominalbore. 48 (s-233/2.15.1)p & f full-way valve (is:778 mark) or wheel valve of approved make:gun metal 15 mm nominal bore 49 (s-233/2.15.3)gun metal 25 mm nominal bore 50 (s-233/2.13.7)p & f 15 mm. dia connection pipe of approved quality/make :cp brass pipe with cp brass nuts upto length 450mm. 51 (s-236/2.26.3)p & f pvc storage tank isi marked (is : 12701) indicating thebis license no),of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity. 52 (s-232/2.11.2)p & f ball cock (is :1703 mark) with rod & p.v.c. ballcomplete :brass wt. not less than 400 gm, 20mm. 53 (s-250/3.19.1)construction of manhole in all type of soil inner size 90 x 60 cm. 300 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 54 construction of soakage well in all types of soil of approved drawing, top 90 cm .portion in 450mm thick masonry with cm 1:6, 80 mm thick stone slab covering,jointing of slab in cm 1:3 ,ralthal, kharanja 40mm thick m-15 grade c.c flooring, earth worketc . complete including disposal of surplus earth within a lead of 50 mtr . inner dia90 cm & 10 to 12 mtr deep. (3.24.1) 55 (s-/4.25.1)supply & fixing pre-cast rcc rinngs at the mouth of recharge shaft of m20 mix with40 mm thicknessdiameter 900 mm 56 (s-247/3.16.2)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.(b)75 mm dia 57 (s-247/3.16.3)(b)110 mm dia 58 (s-244/3.3.1)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)100mm dia s.w. pipe 59 (s-248/3.17.9.(ii))p&f rigid pvc pipe fittings (is: 4985 mark) of approvedquality /make including joining the pipe with solvent cement rubber ring and lubricant:bend 87.5-110 mm dia 60 (s-249/3.17.12(ii))vent cowel 110 mm dia 61 (s-248/3.17.3(ii))plain tee110 mm dia 62 (s-249/3.17.15(ii))pipe clip 110 mm dia 63 (s-251/3.21.1)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. 64 (s-251/3.21.2)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 450 x 450mm depth upto 0.5 m cement cover with frame 65 (s-255/3.38.1)construction of cement concrete chamber 125mm dia.c.p. brass grating 66 (b-86/7.12)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). 67 (b-86/7.13)providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in 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 (including the cost of cement mortar bed 1:4). 68 11.38.3(a)providing and laying ofpaver block as per is 15658 : 2006 (indian standard for precast concrete block for paving- specification) and irc : sp:63-2004 (guidelines for the use of interlocking concrete block pavement)m-40,80mm thick to be used in medium- traffic ( medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 kn laden weight, or an equivalent of 0.5 to 2.0 msa for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc.category a denated units to key into each other on four faces zigzagshape as per irc sp 63:2004 69 7.52providing and fixing machine pressed cement concrete (m-20) compressed with hydraulic compression machine kerbs or dands of size upto 60cm length as per drawing, jointing with cement mortar (1:3) over 20 mm thick base cement mortar (1:6) & painting the exposed surface with enamel paint of approved brand complete work as per direction of engineer in charge size 15 cm x 38 cm.
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