Directorate Of Municipal Administration Tender

KSRB-5.2.3: Providing and constructing Granite/ trap/ basalt size stone masornry in foundation cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m.apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13

KSRB - 5.3.3: Providing and constructing Granite/ trap/ basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13

KSRB 15.1.2: Providing Flush pointing to square rubble, coursed or uncoursed stone masonry with cement mortar 1:4, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications.

KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2

KSRB - 4.6.9: Providing and removing centering, shuttering, strutting, propping etc., for edges of slabs and breaks in floor, cills, plinth including cost of all materials, labour complete as per specification. Specification No. KBS 4.6.2

KSRB 4-6.5: Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and struts, square /rectangular / polygon in plan including cost of all materials, labour complete as per specification. Specification No. KBS 4.6.2

KSRB 4-6.7: Providing and removing centering, shuttering, strutting, propping etc., an removal of form work for sides and soffits of beams, beam haunchings, cantilever, girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, 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 cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

KSRB - 4.2.8: Providing and laying in position reinforced cement concrete of nominal mix M25 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, with superplastisiser @ 3lts confirmimg to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintels, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Speceification No. KBS 4.1,4.6

KSRB 4.9.2: Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and achoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No.KBS 4.6.3

KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. In depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5m. Inluding cost of all labour complete as per speicifications. Specification No.KBS 2.9

Providing and constructing burnt brick masonry for superstructure with approved quality of non-modular bricks of standard size of class designation 35 with cement mortar1:8 including cost of materials, labour charges, scaffolding, curing complete as per specifications.

KSRB 15-3.3:Providing 12mm thick cement plaster in single coat with cement mortor 1:6 (with lime rendering) to brick masonry including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

KSRB 15-15.3 : Providing and applying painting in one coat with plastic emulsion paint of approved brand and manufacture on wall surface to give an even approved shade after throughly brushing the surface, free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.

Fabricating, supplying & erecting MS angular Truss of span upto 10m. The bottom & top member is provided with 50x50x6mm double equal angles, welded back to back and in between top & bottom line in areas of mid section is provided with 50x50x6mm equal single angle for vertical and inclined members and at supporting ends 40x40x5mm single angle is provided. All the members are welded together with 6mm gusset plate as per Drawing No. CBS/SD/K-Mantap/9/MND/97. The entire truss is anchored if RCC column by using 4 Nos. of M.S. anchor bolts at each support, with 10mm thick base plate and shoe plate. The work includes cutting, straightening, placing in position of MS angle and welding wherevver necessary, and applying one coat of red oxide primer coat to all the members including cost of all materials, labour charges, & hire charges of machineries for cutting, welding, grinding & erection equipments etc., complete as per specification.

providing and fioxilg require line and slope roofing with semi corrugated PVC roofing sheets of industrial profile 250/40 in 2.00 mm thick white colour ,fire and heat proof having width of 1.054 mfixed with self tappling screws with washers ,over the existing purlis,rafters and strusses including cost of Materiels labour HOM of Machines complete as per specifications

KSRRB M300-14. Excavation for roadwork in soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m complete as per specifications.MORTH Specification No.301 (Page No. 143, Item No 19.14)

KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH Chapter 3 (Page No.147, Item No. 19.64)

KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum watering charges & compaction by vibratory roller) MORTH Specification No. 305 (Page No. 147, Item No. 19.60)

Construction of granular sub-base Grading-V as sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision.(Pno 153,Ino20)

KSRRB M400-17. Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant carriageof mixed method of tipper to site, laying in uniform layers with paver insub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as perspecifications.MORTH Specification No. 406 (Page No. 155, Item No. 20.18)

Constructing un-reinforced ,cement concrete pavements using Grade concrete M30 over a prepared base with opc coarse agreegate at .69cum, fine aggregate at 0.46cum, coarse and fine aggregates conforming to IS :383-2016, and with Superplastisizer at 3 lts conforming toIS 9103-2008, mixed in a conrete mixer of not less than 0.6cum capacity and appropriate weigh batcher as per aproved mix design , laid in aproved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) & spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrates and finished with floaters in a continues operation including provision of contraction, expansion, construction longitudinal joints, including groove cutting charges, joint filler separation membrane of impermiable plastic sheet of 125 micron ,sealant primer, joint sealent, admixture as aproved, curing copound ,finishing to lines and grades texturel machine, curing including costof all materials labours hire charges ofmachineries all lead and lift charges complete as per specifications. etc with OPC at 4236g/cun and coars aggregates 0.649um .fine aggregates 0.46cum .(DSR 2018-19, I.No.22.6.1 P.No.176)