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Tender For Repair Work Of Boundary Wall At, Goaw Premises Neemuch, neemuch-Madhya Pradesh

Department Of Revenue has published Tender For Repair Work Of Boundary Wall At, Goaw Premises Neemuch. Submission Date for this Tender is 29-05-2024. Wall construction Tenders in neemuch Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43328533
Tender For Repair Work Of Boundary Wall At, Goaw Premises Neemuch
Open Tender
Indian
Madhya Pradesh
neemuch
29-05-2024

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Tender Details

Tender For Repair Work Of Boundary Wall At, Goaw Premises Neemuch

Key Value

Document Fees
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EMD
INR 34000.0 /-
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BOQ Items

Name of Work: Repair Work of Boundary wall at, GOAW Premises Neemuch
Sl. No. Item Description
1ITEM NAME :
2Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m 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 1.5 m, as directed by Engineer-incharge; All kinds of soil
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level;(1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm norinal size Recycled aggregate (RA)
4Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with ;
5Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in;Cement mortar 1:6 (1 cement : 6 Coarse sand)
6Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) up to 25%)).
712 mm cement plaster of mix; 1:6 (1 cement: 6 fine sand)
815 mm cement plaster on the rough side of single or half brick wall of mix ;1:6 (1 cement: 6 fine sand)
9Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer- in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).
11Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used; With G.I. barbed wir
12Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer"s specification; Two or more coats on new work
13Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade; One or more coats on old work
14Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level; 1:2:4 (1 cement : 2 coarse sand incuding manufactured sandderived from Recycled Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%).
15Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up tofloor five level,excluding cost of centering, shuttering, finishing andreinforcement; 1:1.5:3 (1 cement : 1.5 coarse sand incuding m sand derived from Recycled Concrete Aggregate (RCA) up to 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) up to 20%
16Centering and shuttering including strutting, propping etc. and removal of form for; Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
17Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material; Beyond 60 cm girth upto and including 120 cm girth
18Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level; Thermo-Mechanically Treated bars of grade Fe-500D or more.
19Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, jointsmitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size).
20Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) )
21Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in; Cement mortar 1:6 (1 cement : 6 Coarse sand)
22Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
23Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
24Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement; 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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