Construction of Sanamahi Temple Annexure Building for the devotees of Lainingthou Sanamahi Temple at 1st MR Complex

Amount

(SH:- 1)- Construction of Kitchen cum Dinning Hall

EARTH WORKS:

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil asdirected within a lead of 50 metres. a) Hard/Dense Soil

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.

Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete.

CEMENT CONCRETE WORKS:

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in

1:3:6 ( 1 cement:4 coarse sand:6 graded stone aggregate 40mm nominal size)

Providing plinth protection with bricks 3rd class (local mixed class) in cement mortar 1:6 (1 cement: 6 fine sand) i/c pointing top surface of bricks with cement mortar 1:2 (1 cement:2 sand).

Providing and laying damp-proof course 50mm thick with cement concrete.

1:2:4(1 cement :2coarse sand :4graded stone aggregate 20mm nominal size).

REINFORCED CEMENT CONCRETE WORKS:

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All works up to plinth level:

1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in wall (any thickness) including attached pilasters, buttress plinth and string course fillets, column, pillars, piers, abutments, post and sntrut etc, up to floor five level excluding cost of centering, shuttering, finishing and reinforcement:

1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in Beams, suspended floors roof having slope upto 15° landings, balconies, shelves, chajjas, bands, plain window sills stair cases and spiral staircase up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with.

1:1.5:3 (1cement :1.5 c/sand :3 graded stone aggregate 20 mm nominal size).

Boring, providing and installation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M 25 in 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 casing and/ or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed(Length of the pile for payment shall be measured up to bottom of pile cap)

i) 450 mm diameter piles

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.

a)Thermo-Mechanically Treated bars

FORM WORKS:

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc.height of propping and centering below upporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]

Foundations, footings bases of columns etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Post and struts.

Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.

Flat surface such as suspended floor, roofs landings and the like

Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landing

BRICK WORKS:

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)

Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) insuperstructure.

WOOD WORKS:

Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position.

Local best quality Uningthou.

P/F 38 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished or black enamelled M.S. Iron butt hinges with necessary screws.

Local best quality Teak Wood

Providing & fixing M.S. grills of required pattern to wooden frames of window etc with M.S. flats at required spacing & frames all round bars with round headed bolts & nuts or by screws.

Ornamental grill

Providing & fixing bright finished brass 100 mm door mortice latch with one dead bolt & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality).

Providing and fixing Aluminium sliding bolts bright finished or black enamelled with nuts & screws etc.

Providing & fixing Aluminium Tower bolts (barrel type) with screws etc. complete.

Providing & fixing Aluminium handles with necessary screws etc. complete.

Providing & fixing M.S hooks & eyes.

Providing & fixing Aluminium hanging floor door stopper,ISI marked, anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade, with necessary screws etc.complete.

Single rubber stopper

FLOORING

20 mm thick cement plaster skirting (upto 30cm height) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement i/c. rounding of junctions with floors.

Granite stone slab flooring over 20 mm ( average ) thick base of cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete with

a) Red Onix ( 30 x 60 cm )

Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 cement: 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with.

10 mm thick marble tiles in risers of steps , skirting , dado walls and pillars laid on 10 mm thick base of cement mortar 1 : 3 ( 1 cement: 3 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete

White

Extra for nosing in marble stone for treads

Providing and fixing ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm flanges od 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs 230 mm interval, including fixing of gypsum board to.

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095 - Part 1

Trapzodial Profile Pre-painted profile sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68mm long Xylon coated screws with PVC washer & cap complete, excluding the coat of purlinsr & trusses.

Pre-painted Galvalume Sheet ( PPGL)

Trapixoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof of equivalent fixed with self drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, excluding the cost of Purlin Rafter and Trusses.

Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete.

a ) Electric resistant welded welded tube ( Conforming to IS : 1611- 1979 )

Providing & fixing in position collapsible steel shutters with vertical channels 20mm X 10 mm X 2 mm & braced with flat iron diagonals 20 mm X 5 mm sizes with top & bottom rails of T iron 40 mm X 40 mm X 6 mm with 38 mm dia steel pulleys complete with bolts & nuts, locking arrangement, stoppers, handles i/c applying a priming coat of red lead paint.

FINISHING:

12 mm cement plaster of mix :

1:3 ( 1 cement : 3 C/s )

15 mm cement plaster of mix : 1:3 (1 cement: 3c sand)

Distempering with dry distemper of approved quality (two or more coats) of required shade on new work i/c priming coat of whiting to give an even shade.

Finishing walls with water-proofing cement paint of approved quality on new work (three or more coats) to given shade.

Applying one coat of cement primer of approved quality on wall surface.

Applying ready mixed priming coat pink primer of approved quality on wood work.

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on wood work to give an even shade.

EAVE BOARD

Providing and fixing 20mm plank as eave board with.

Uningthou wood.

Applying ready mixed priming coat pink primer of approved quality on wood work.

Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on wood work to give an even shade.

(SH:- 2) Construction of compound wall fencing for a length of 288 RM

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50

a) Hard / dense soil

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in

a) 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc.height of propping and centering below upporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]

a) Foundation footings, bases of columns etc, and mass concrete.

b) Columns, pillars, posts and struts (square, rectangular or polygon in plan ).

c) sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth.

Providing 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 :

1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement :

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Thermo-Mechanically Treated bars

Thermo-Mechanically Treated bars

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:3 (1 cement: 3 c/sand)

Applying one coat of cement primer of approved quality on wall surface.

Finishing walls with water-proofing cement paint of approved quality on new work (three or more coats) to given shade.

Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .

In gratings, framed guard bars, ladders, railings, brackets and similar works.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shade on new steel work to give an even shade.

(SH:-3) Construction of Gate - 2 (two) nos.

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil asdirected within a lead of 50 metres. (a) Hard/Dense Soil

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre

Providing and laying cement concrete in foundation and plinth

1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All works up to plinth level:

1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in wall (any thickness) including attached pilasters, buttress plinth and string course fillets, column, pillars, piers, abutments, post and sntrut etc, up to floor five level excluding cost of centering, shuttering, finishing and reinforcement:

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc.height of propping and centering below upporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)

12 mm cement plaster 1:3 (1 cement: 3 fine sand)

Finishing walls weather shield paint of approved quality on new work(three or more coats) to give even shade.

Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.

Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .

In gratings, framed guard bars, ladders, railings, brackets and similar works.

(SH:- 4):- Construction of RCC drain for a length of 238 RM

Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift up to 1.5m. including getting out the excavated soil as directed within a lead of 50 m.a) Hard/ Dense soil.

Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m.

Providing and laying cement concrete in foundation and plinth excluding the cost of ,centering and shuttering in1:2:4 (1cement : 2c/sand: 4 graded stone agro. 40 mm nominal size.)

Reinforced cement concrete work in wall (any thickness) including attached pilasters, buttress plinth and string course fillets, column, pillars, piers, abutments, post and sntrut etc, up to floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. a)Thermo-Mechanically Treated bars

Providing form works i/c centering and shuttering so as to give a rough finish, shuttering & propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:-

a) Foundation footings, bases of column etc. and mass concrete

(SH:-5) Construction of Culvert - 2 (two) nos.

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil asdirected within a lead of 50 metres. (a) Hard/Dense Soil

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre

Providing and laying cement concrete in foundation and plinth

1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

1:3:6 (1 cem :3 c/sand :6 graded stone aggregate 40 mm nom size)

1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 40 mm nom size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1cement :1.5 c/sand :3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.

(b) 'Thermo-Mechanically Treated bars

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc.height of propping and centering below upporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.

c) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like

d) Slopping or battering surface i/c folded plates,Where inclination to horizontal plane exceed 300 (degree) ( where shuttering may be provided both on underside and upper- side, if requireonly the area of the underside shall be measured for payment.

e) Flat surface such as suspended floor, roofs landings and the like

12 mm cement plaster 1:3 (1 cement: 3 fine sand)

Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( without carriage charge of all materials)

(SH:-5) Construction of Culvert - 2 (two) nos.

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil asdirected within a lead of 50 metres. (a) Hard/Dense Soil

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre

Providing and laying cement concrete in foundation and plinth

1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

1:3:6 (1 cem :3 c/sand :6 graded stone aggregate 40 mm nom size)

1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 40 mm nom size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1cement :1.5 c/sand :3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.

(b) 'Thermo-Mechanically Treated bars

Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc.height of propping and centering below upporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.

c) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like

d) Slopping or battering surface i/c folded plates,Where inclination to horizontal plane exceed 300 (degree) ( where shuttering may be provided both on underside and upper- side, if requireonly the area of the underside shall be measured for payment.

e) Flat surface such as suspended floor, roofs landings and the like

12 mm cement plaster 1:3 (1 cement: 3 fine sand)

Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( without carriage charge of all materials)

(SH:-6) Construction of approach road for (186=130+56) RM

Banking excavated earth in layer not exceeding 20cm in depth breaking clods watering, rolling each layer with 1/2 tone roller or wooden or steel rammer and rolling every third and topmost layer with power roller of min. 8 tone and dressing up in embankments for roads marginal banks , flood banks & guide bank lead upto 50 m. and lift upto 1.5 m.

a) Hard and dense soil / Chingleipak

Providing laying and compacting granular base/ sub - base according to to lines, grade and cross section by using naturally occurred sand gravel/ conforming ti IRC Grading -II of MOST specification free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150 mm ( spread thickness ) i/c rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by the Engineer -in - charge.

Providing and laying one layer W.B.M 7.5 cm consollidated thickness using 1.00 cum of stone aggregate conforming to IRC grades per 10 sqm of road surface and 0.23 cum of binder materials of approkved quality per 10 sqm. of road surface i/c consolidation of the same4 , rolling of the surface to camber, superelavation and grade by using template, sraight edges and spirit level in layer not exceeding 100mm to 130mm thick ( spread thickness ) , dry and wet rolling with 8 to 10 tonnes roller i/c earth edging 30cm width on both sides and applying binding materials as specified .

(ii)IRC grade-II

(iii) IRC grade -III

Preparing surface by brushing with wsire brushes for removing caked mud etc. sweeping with brooms and finaly fanning the cleaned surface with gunnybags to removed all loose dirt etc.

(a) W.B.M surface

Providing and applying evenly a premix / tack coat with bitumen ( 80/100)

(a) 10kg / 10sqm

Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4% by weight of total mix including preparation of bases excluding filling of pot holes, cleaning the surface with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials, screening, mixing, in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running expenses of all plants.

Using bitumen (80/100)

2cm thick consolidated single coat t premix carpet surfaceing with 0.27 cum of stone chipping ( 12.5mm size of 0.18 cum and 10mm size 0.09 cum ) mixed with 14.6 kg of binder per 10 sq.m. of road surface and rolling complete i/c seal coat ( IRC- type A) wit6h 0.09 cum of stone chipping 6mm nominal size and 9.8kg of bitumen ( 80/100) per 10 Sqm of surface .

(SH:-7) Ground improvement and laying of paver block of Sanamahi complex

Demolition below G.L.upto 1m depth and disposal of unserviceable materials within 50 m lead.

Unreinforced cement concrete more than 15cm thickness.

Demolition above G.L.upto floor two level including disposal of unserviceable materials with 50 m lead

Unreinforced cement concrete more than 15 cm thickness.

Demolition below G.L. upto 1 m.depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.

R.C.C. work

Demolition above G.L. upto floor two level including disposal of unserviceable materials with 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.

R.C.C. work.

Extra over item no.7 for cutting steel bars in R.C.C. or R.B. work (sectional area of R.C.C. or R.B. work to be measured).

Demolition of brick work below G.L. upto 1 m depth including stacking of serviceable materials within 50 m lead and disposal of unserviceable materials within 50 m lead

In cement mortar

Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.

Dismantling sheet roofing including ridges, hips, valleys, gutters etc. stacking the serviceable materials and disposal of unserviceable materials within 50 m lead.

G.I. sheet roofing

Dismantling wood work wrought framed and fixed in frames, other frames and trusses of span up to 10 m and height between ridge and floor level upto 5 m including stacking the materials within 50m lead.

Sectional area average 40 sq.cm or over.

Banking excavated earth in layer not exceeding 20cm in depth breaking clods watering, rolling each layer with 1/2 tone roller or wooden or steel rammer and rolling every third and topmost layer with power roller of min. 8 tone and dressing up in embankments for roads marginal banks , flood banks & guide bank lead upto 50 m. and lift upto 1.5 m.

a) Hard and dense soil / Chingleipak

Providing and laying cement concrete in foundation and plinth

1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

Providing and laying 80 mm thick factory made cement concrete interlocking paver block (Rubber Moulded) of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of the Engineer-in-charge.

Chandam Arunkumar