Provn of retaining wall, drain, hard standing, repairing damages in Type-II qtrs, Srikona of 39 AR

SCHEDULE A PART - I (RETAINING WALL 04.60 M HEIGHT) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.

Providing and laying in position cement concrete 1:4:8 using stone agg 40mm nominal size excluding the cost of centering and shuttering - All work up to plinth level.

Random 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) upto plinth level with CM 1:6.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like in CM 1:6.

M/L for PCC 1:2:4 type B1 as in coping.

M/L for raised pointing to random rubble masonry surfaces using CM 1:4.

M/L for loose filling agg of gauge 63mm to 45mm on back side of retaining wall.

M/L for PCC 1:3:6 for weep hole.

M/L for 110mm dia PVC pipe for weep hole.

Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix CM 1:4.

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

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

SCHEDULE A PART - II (RETAINING WALL 3.10M HEIGHT) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.

Providing and laying in position cement concrete 1:4:8 using stone agg 40mm nominal size excluding the cost of centering and shuttering - All work up to plinth level.

Random 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) upto plinth level with CM 1:6.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like in CM 1:6.

M/L for PCC 1:2:4 type B1 as in coping.

M/L for raised pointing to random rubble masonry surfaces using CM 1:4.

M/L for loose filling agg of gauge 63mm to 45mm on back side of retaining wall.

M/L for PCC 1:3:6 for weep hole.

M/L for PCC 1:3:6 for weep hole.

Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix CM 1:4.

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

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

SCHEDULE A PART - III (RETAINING WALL 1.95M HEIGHT) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.

Providing and laying in position cement concrete 1:4:8 using stone agg 40mm nominal size excluding the cost of centering and shuttering - All work up to plinth level.

Random 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) upto plinth level with CM 1:6.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like in CM 1:6.

M/L for PCC 1:2:4 type B1 as in coping.

M/L for raised pointing to random rubble masonry surfaces using CM 1:4.

M/L for loose filling agg of gauge 63mm to 45mm on back side of retaining wall.

M/L for PCC 1:3:6 for weep hole.

M/L for 110mm dia PVC pipe for weep hole.

Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix CM 1:4.

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

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

SCHEDULE A PART - IV (HARD STANDING) Providing and laying 75 mm thick compacted bed of dry brick/stone aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.

Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

SCHEDULE PART - V (PCC DRAIN) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m and getting out hard/dense soil.

M/L for PCC 1:4:8, type D2 for foundation filling and mass concrete.

M/L for PCC 1:3:6 type C1 using 20mm gd aggregate for drain.

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix CM 1:4.

SCHEDULE A PART - VI (REPAIRING OF DAMAGE OCCURRED IN TYPE II QTRS) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in CM 1:6.

Reinforced cement concrete work in chajjas and lintels above plinth level 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(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for lintel.

Centering and shuttering including strutting, propping etc. and removal of form for chajja.

Centering and shuttering including strutting, propping etc. and removal of form for chajja.

Fixing only steel ventilator of size 1.50 x 0.45m on existing brick wall incl hold fasts as reqd.

15 mm cement plaster on the rough side of single or half brick wall of mix CM 1:6.

15 mm cement plaster on the rough side of single or half brick wall of mix CM 1:4.

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty : Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.

Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade : Old work (one or more coats).

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface.

Steel work welded in built up sections/ framed work (railings), including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work.

Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4.

Providing and fixing on sewage lines unplasticised Rigid PVC rain water pipes 110mm dia, conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round 100 mm diameter S.W. pipe including bed concrete as per standard design.

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.

Demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand).

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand).

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand).

Providing and fixing G.I. pipes 80 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc.

Providing and fixing G.I. pipes 40 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes 25 mm nominal outer dia, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

Akhilesh Pratap Singh

LAKSHMI CONSTRUCTION

RAJU PAUL

LUTHFUR RAHMAN BARBHUIYA