Municipal Affairs Department Tender

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor. (A) [Pakur Variety] (a) 1:2:4 proportion.

Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works.

(a) 25 mm to 30 mm shuttering without staging in foundation.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor / upto 4m. II. JSW/JSPL/SHYAM/SRMB/BMASL

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:4 cement mortar. (c) 15 mm thick plaster.

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-inCharge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.

Supplying and laying in the specified pattern of interlocking concrete Block pavements(ICBP)with concrete blocks (with concrete grade as specied as per table 1 of IS (658:2006) manufactured from BIS Licence manufacturer, with spacer nib (small producting profiles on the evertical face of a paver block used as a device for keeping minimum joined gap in between the paving blocks, as per CI No 3.26of IS :15658) and of the specifed size and shape with aspect ratio (the ratio of length to thickness of a paver block, as per cl no 3.3 IS 15658) as per table 2 of IS15658 with flextural strngth and breaking loads as per annexure G of IS:15658 on the prepared base course of specified CBR as per table 1 of IRC SP 63(2018) or else as maintioned in design and drawing with a cushion of compacted bending sand of 25-35 mm thick (grading of the beding sand qas per clauses 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joined filling sand (the grading of the joined filling sand will be as per clause 6.5.2 of IRC SP 63) and with the proper confinement of bidding and joined filling sand compaction, levelling and filling up of the edge gap 50 mm thick. (ii) Coloured Decorative

Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. Other than SAIL/TATA/RINL)

Sub Total

GST 18%

CESS 1%