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Tender For Construction Of Transformer Lab Platform Parking Shed And Misc Civil Work At Aen Rural Campus Jhunjhunu - 1 Boq1 (Building And Sanitarywork) 2 B-1.8 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Fou, jhunjhunu-Rajasthan

Ajmer Vidyut Vitran Nigam Limited has published Tender For Construction Of Transformer Lab Platform Parking Shed And Misc Civil Work At Aen Rural Campus Jhunjhunu - 1 Boq1 (Building And Sanitarywork) 2 B-1.8 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Fou. Submission Date for this Tender is 29-07-2025. Manhole Construction Tenders in jhunjhunu Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

50100274
Tender For Construction Of Transformer Lab Platform Parking Shed And Misc Civil Work At Aen Rural Campus Jhunjhunu - 1 Boq1 (Building And Sanitarywork) 2 B-1.8 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Fou
Tender
Indian
Rajasthan
Jhunjhunu
29-07-2025

Tender Documents

Tender Details

Tender For Construction Of Transformer Lab Platform Parking Shed And Misc Civil Work At Aen Rural Campus Jhunjhunu - 1 BOQ1 (Building and SanitaryWork) 2 B-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 sqm 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 3 Repair of existing steel glazed doors, windows and ventilator, MS sheet door, garge doors, compound wall gates etc. by welding drilling complete include. Cost of welding rods and hire charge of welding meachine and TP etc complete B-13/13.23 4 Labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. B-13/13.24 5 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). B-6/6.2.6 + 6.3.4) 6 B-6/6.1.6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: : Cement Mortar 1:6 (1-Cement:6-Sand). 7 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. (a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 8 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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). B-3/3.1.2 9 B-8/8.13.2.1 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 10 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.(B-14/14.55) 11 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. (B-12/12.3.2) 12 Rough cast plaster upto 10m height above ground level with a mixture of sandand gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Ordinary cement finish using ordinary cement 13 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: Old work (one or more coats) including scrapping surface andnecessaryrepairs Same colour (B-12./12.37.2) 14 Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision Old Work (B-12/12.43.2) 15 B-12/12.42 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 ). 16 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : One or more coats on old work. (B-12/12.46.2) 17 B-6 / 6.17.3 S & F in walls machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges :Kota stone minimum 30mm thick. 18 Renewing glass panes,with putty and nails wherever necessary Float glass panes of thickness 4 mm(B-13/13.4.1) 19 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : (B-3/3.8) 20 Repair to stone masonary in cement sand mortar 1:6 with old and new stone. (B-13/13.12) 21 B-11 / 11.18.2Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm 22 B-9/9.2 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: 23 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand):Flush/ Ruled pointingB-12/12.32 24 Supply and installation of Multi Rib Proofing/cladding Sheet Manufacture out of0.50mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvalume steel (as per 150gsm zinc aluminum coated 550Mpa tuekd strength) confirming to IS: 1397/astm A-792 sheet to have wide pens 30mm high NB at 250 centre and centre width of 1020mm sheets be casted with regular modified polyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate made to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. The sheet shall be supplied in cost one length and for a minimum up to 12mts with all scaffolding. B-17/17.1 25 B-1/1.6 Earth work in excavation over areas (exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 mtrand lift up to 1.5 mtr. disposed earth to be leveled and neatly dressed. All kind of soil. 26 B-10/10.17.1 Grading roof for water proofing treatment withwater proffing compound: Cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size). 27 B-10/10.22 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 28 S-1/1.36.3 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 29 S-1/ 1.45.1 P & F Looking Mirrors with P.V.C. frame of approved make as per direction of Engineer-in-chargeSize 500*400mm 30 P& F waste Pipe with all fitting P.V.C with PVC nut 32 mm S-1/1.43.2 31 P & F 15 mm. Dia Connection Pipe of approved quality/make :PVC pipe withC.P. Brass nuts upto length, 300mm S-2/2.13.1 32 P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:Exposed on wall 15 mm dia nominal boreB Class (S-2/2.1.1) 33 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.15mm dia nominal boreB Class (S-2/2.2.1) 34 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:Brass 400 gm,15mm nominal bore. (S-2/2.7.1) 35 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.(S-2/2.26.3) 36 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt. Not less than 300 gm,15mm. (S-2/2.11.1) 37 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) (S-2/2.12.1) 38 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 15mm nominal bore. (S-2/2.15.1) 39 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 25mm nominal bore. (S-2/2.15.3) 40 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.110 mm dia (S-3/3.16.3) 41 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Vent Cowel 110mm dia (S-3/3.17.12) 42 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 (S-3/3.19.1)

Key Value

Document Fees
INR 590 /-
EMD
INR 12000.0 /-
Tender Value
INR 6 Lakhs /-

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