Nagar panchayat shetragat ward no. 01 se 15 tak nali pulliya channel , C.C road interlocking tiles etc ki maramat ka karya

Amount

Excavation in foundation in ordinary soil (Loam, clay or d) including lift upto 1.50 M. and lead upto 30 M. and luding filling watering and ramming of excavated earth into the es or into the space between the building and the sides of tion trenches or into the plinth and removal and disposal of rth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not ach/move).

Earth work in cutting or in embankment in ordinary soil on to be in the form of regular pits not exceeding 0.50 M.in pth and earth work in embankment to be in 20 cm. layers ding remming and dressing the surface to required levels and es and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as cted by the Engineer incharge. excluding Royallity. Wherever ble for small work or Abadi area. (Where machine con not reach/move)

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and nt, in proportion of 12:6:1 in foundations and under floors, including ly of all materials, labour, Tools & plants etc. required for proper letion of the work

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

R.C.C. work with Cement approved coarse sand and 2 3/4") gauge approved stone ballast in the proportions of 1:2:4 in lintels fo doors and windows excluding supply of forcement and its binding but including its fixing and binding the ame with 24 B.W. G.G.I., binding wire and including necessary ntering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper tion of the work. Excluding cost of Binding wire

R.C.C. work with Cement approved coarse sand and 2 3/4") gauge approved stone ballast in the proportions of 1:1.5:3 in lintels fo doors and windows excluding supply of forcement and its binding but including its fixing and binding the ame with 24 B.W. G.G.I., binding wire and including necessary ntering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper tion of the work. Excluding cost of Binding wire

First class Brick Work in 1:4 cement & Coar sand 1.25 M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.

First class Brick Work in 1:4 cement & Coar sand 1.25 M. mortar in superstructure including necessary Cutting ing of brick as required thickness of walls not to be less han 1½ brick. Add extra labour to above items and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.

12 mm thick plaster with cement and fine sand of 1.25 fineness les in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc .equired for proper completion of the work.

12 mm thick plaster with cement and Coar sand of 2.20 fineness les in 1:4 over brick work minimum thickness not to be less than 1cm. cluding supply of all materials, labour, tools & plants etc. equired for proper completion of the work.

M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work in M.S. Grills & Stair case railing

Providing and fixing 1mm thick M.S. Sheet garge door with ame of 40x40x6mm (1½"x1½"x¼") angle iron 3.15 mm (1/8") thick .S. gusset plate at the junction and cornersincluding supply and fixing of necessary fittings. Lock rail of 15" length of idised iron and including pintels hooks at the top and applying riming coat of red lead paint on all sides complete. Using M.S. angles 40x40x6 mm (1½"x1½"x¼") for diagonal bracings.

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Laying & supplying of 80 mm precast cement concrete I- shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200X(160+120mm)OP Cement,smoot high gloss finish skid resistant manufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 30 Mpa (m -30) and weight 5 kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T &P etc.required for proper completion of the work as directed by Egneer -in charge .But excluding up TT which shall be paid extra as rules as per item no.9 ---Gray Tile

Colour Inerloking Tile

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 rade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete ixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the ork as per drawing), spreading the concrete with shovels, rakes, ted using needle, screed and plate vibrators and finished in inuous operation luding provision of contraction and construction joints, applying debonding strips, primer, sealant, near roaches to bridge/culvert and construction joints, admixtures as roved, curing of concrete slabs for 14- days,using curing compound re specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine

P.V.C pipe (6 Kg /Sqm cm Pressure )Kishan /Supreme Quality or Equivalent 110 mm

2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1") graded approved stone grit, laid in panels finished with 3 mm. (1/8") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3") thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, ding supply of all materials, labour, Tools & plants etc. required for per completion of the work.

Fixing Of Stone Slabe for Nagar panchayat One Stone

Brick Bats (O.B)

Cartage of ballast ,Kankar Coal,grite or sand including loading & unloading but excluding stacking on pakka road --- Cartage up to 3 K.M

Dismantling of old brick laid on edge Kharanja including stacking of old brick

Laying of interlocking tiles of 60 to 80 mm thick including evelling and dressing of surface up to required level and slopes filling joints with local sand including cost of labour, T&P etc complete But ding cost of material as directed by Engineer in charge..

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer -in charge within a distance of 60 meter (200 feet).

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer -in-charge with a distance of 60 metre (200 feet)

A M ENTERPRISES

MUKESH EARTHMOVERS AND CONTRACTOR