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Tender For Construction Work Of 02 Nos. Type V Residences Of Judicial Officers, Construction Work Of Boundary Wall, Connection Road, Drain For Water Drainage Etc. In The Outer Court Of Garautha Distt Jhansi, jhansi-Uttar Pradesh

Public Works Department-PWD has published Tender For Construction Work Of 02 Nos. Type V Residences Of Judicial Officers, Construction Work Of Boundary Wall, Connection Road, Drain For Water Drainage Etc. In The Outer Court Of Garautha Distt Jhansi. Submission Date for this Tender is 11-03-2024. Drainage Tenders in jhansi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42716730
Tender For Construction Work Of 02 Nos. Type V Residences Of Judicial Officers, Construction Work Of Boundary Wall, Connection Road, Drain For Water Drainage Etc. In The Outer Court Of Garautha Distt Jhansi
Open Tender
Indian
Uttar Pradesh
jhansi
11-03-2024

Tender Details

Construction Work Of 02 Nos. Type V Residences Of Judicial Officers, Construction Work Of Boundary Wall, Connection Road, Drain For Water Drainage Etc. In The Outer Court Of Garautha Distt Jhansi

Key Value

Document Fees
INR 3870 /-
EMD
INR 660000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction work of 02 nos. Type V residences of judicial officers, construction work of boundary wall, connection road, drain for water drainage etc. in the outer court of Garautha Distt Jhansi
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.DSR 2.31
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. Ordinary rockDSR 2.7.1
31:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).DSR 4.1.8
4Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap): DSR 20.3.1
52.27 Supplying and filling in plinth with sand under floors,icluding watering, ramming,consolidation and dressing complete DSR 2.27
6Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.DSR 2.35.3.1
7Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level DSR 5.33.1.1
8Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level DSR 5.33.2.1
9Centering and shuttering including strutting, propping etc. and removal of from for Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR 5.9.5
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bindingin Super Structure. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6
1110.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x6mm, joints mitred and welded by angle iron 40x40x6mm or 40x 6 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. DSR 10.31
12Supply & fixing galvanized mosquitos proof heavy quality iron wire guage or expended metal havey quality over windows & including supply of G. P. Teak wood battens 8cmx1cm.and including supply and fixing of necessary. screws, all pllant etc. requirred for proper completion of work at site of work. (Si. N0.455)
13Brick work with clay fly ash bricks (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : DSR 6.32.1
14Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand)DSR 6.45.2
15Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick DSR 26.87.1
16Providing & Laying "brick bat coba" 100 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4cement and coarse sand mortar finished smooth & top mashed false square 30 cm X 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand and masonry coba with top finishing plaster mixing with acetic water proofing compound @ 2% by weight & Including supply of all materials labourT&P etc. required for proper completion of works.Roof work Ch.-11
17Cement Plaster in Fine Sand 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) DSR 13.1.2
18Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections DSR 5.30
19Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. DSR 11.3.1
20Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR 8.31
21Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily Size of Tile 600 x 1200 mm. DSR 11.41A.1.3
22Providing and fixing glass strips in joints of terrazzo/ cement concrete floors. 40 mm wide and 4 mm thick. DSR 11.13.1
23Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. DSR 13.48A.1
24Finishing walls with Acrylic Smooth exterior paint of required shade : .New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR 13.46.1
25Varnishing with varnish of approved brand and manufacture: 13.113.2 One or more coats with copal varnish. DSR 13.113.2
26Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). DSR 14.5.1
27Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. DSR 10.3
28Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.3.1
29providing and fixing One-piece elongated toilet with skirted trapway, dual-flush (MR)
30Kohler Pedestal Basin Memoirs K-2238T-1-0-White MR
31Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White DSR 17.18.1
32Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 17.31
33Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 3989 DSR 17.60.2.1
34Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989.DSR 17.60.1.1
35Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mmDSR 12.43.2
36Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 15 mm dia. nominal bore DSR 18.10.1
37Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 20 mm dia. nominal bore DSR 18.10.2
38Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal boreDSR 18.17.1
39Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore DSR 18.18.3
40Providing and fixing PTMT stop cock of approved quality and colour. 20mm nominal bore, 89 mm long. Weighing not less than 88 gms. DSR 18.55.2
41Providing and fixing brass bib cock of approved quality : 20 mm nominal bore DSR 18.15.2
42Supply and installing of low density polyethylene seamless one peace moulded tank and placing the same in proper position including all taxes labour and T&P etc for proper completion of the work. Tank should be ISI marked (for 500 Liters) DSR 18.48
43Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter DSR 19.1.2
44Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5DSR 19.4.1.1
45Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 225 mm. DSR 17.10.1.2
46Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 25% : 4 graded stone aggregate 12.5mm nominal size including (Recycled Concrete Aggregate (RCA) up to 25%)). DSR 4.10A
47Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand)DSR 6.13.1
4812 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)DSR 13.7.1
49filling 40 mm Brick Bats SI. No. 327(b) Pg. No. 43
50Providing and fixing soil, waste and vent pipes : DSR 17.35.1
51Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 300 mm dia DSR 23.1.2.1
52Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia DSR 23.4.2
53Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work. 150 mm diameter pipe DSR 18.41.10
54Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80
55Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade. Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble. DSR 7.38.1.2
56Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work DSR 8.3.2
57Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. DSR 17.71
58Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. DSR 17.73.2
59Roca Hand Shower Torrente RF61500A1 (MR)
60Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. DSR 9.43
61Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).DSR 9.49
62Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: DSR 10.14.1.2
63Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated hollock wood. DSR 8.27.1
64Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. DSR 2.25A
65Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30DSR 16.78
66Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer"s specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR 16.91.2
67Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Concrete of M20 grade with minimum cement content of 270 kg /cum DSR-4.20.2.3
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