Spl repair work including bulk service for Khuga

Amount

SCHEDULE ‘A’ PART-I (RR Masonry Retaining wall as Drg No DMR/Engr/2017/227 sheet No 1/1 )

Earth work in excavation by mechanical means/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width ) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge. All kind of soil.

Earth work in excavation by mechanical means/ manual means in foundation trenches or drains (not exceeding 1.5 m in width ), 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

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level. 1:4:8, stone aggregate 40 mm nominal size derived from natural sources.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12, stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1:6.

Providing and laying cement concrete in 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 sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:2:4, stone aggregate 20 mm nominal size.

M&L for 1:3 raised pointing to random or polugonal rubbel masonry

Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m.

M&L for PCC 1:3:6 type C-1 weep holes.

M&L for 110 mm dia PVC pipe for weep holes.

SCHEDULE ‘A’ PART-II (RR Masonry Retaining wall as Drg No DMR/Engr/2017/249 sheet No 1/1 )

Earth work in excavation by mechanical means/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width ) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge. All kind of soil.

Earth work in excavation by mechanical means/ manual means in foundation trenches or drains (not exceeding 1.5 m in width), 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

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level. 1:4:8, stone aggregate 40 mm nominal size derived from natural sources.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12, stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 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, stone aggregate 20 mm nominal size at window sills, ceiling level and the like. Cement mortar 1:6.

Providing and laying cement concrete 1:2;4 in coping with necessary form work

Providing and laying for 1:3 raised pointing to random or polygonal rubble masonry

providing and laying for hand packing at back of wall with broken stone not exceeding 6 mtr.

Providing and laying for 75mm dia PVC pipe for weep holes.

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)

SCHEDULE ‘A’ PART-III (PCC DRAINS as HQ DGAR Drg No. STD/Engr/Drain/09, sheet No 1/1 )

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kind of soil.

Earth work in excavation by mechanical means/ manual means in foundation trenches or drains (not exceeding 1.5 m in width), 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. All kind of soil.

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level. 1:4:8, stone aggregate 40 mm nominal size derived from natural sources.

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

Cement plaster 18 mm thick in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6 mm thick cement plaster 1:3 finished with a floating coat of neat cement.

SCHEDULE ‘A’ PART-IV (FOOT PATH as HQ DGAR Drg No. STD/Engr/foot path/09, sheet No 1/1 )

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kind of soil. For foot path.

Supplying and stacking at site as in foundation base filling and 63 mm to 45 mm size stone aggregate of specified.

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level. 1:4:8, stone aggregate 40 mm nominal size derived from natural sources.

Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4.

Cement plaster 18 mm thick in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6 mm thick cement plaster 1:3 finished with a floating coat of neat cement.

SCHEDULE ‘A’ PART-V (FOOT STEPS- as HQ DGAR Drg No. STD/Engr/foot path/09, sheet No 1/1 ) )

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kind of soil.

Supplying and stacking at site as in foundation base filling and 63 mm to 45 mm size stone aggregate of specified.

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level. 1:3:6, stone aggregate 40 mm nominal size derived from natural sources.

Cement plaster 18 mm thick in two coats under layer 12 mm thick cement plaster 1:5 and a top layer 6 mm thick cement plaster 1:3 finished with a floating coat of neat cement.

SCHEDULE ‘A’ PART-VI (HARD STANDING )

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and drift upto 1.5 m. All kind of soil.

Supplying and stacking at site as in foundation base filling and 63 mm to 45 mm size stone aggregate of specified.

Laying spreading and compacting stone aggregate of specified size to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stage to proper grade and chamber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Providing and laying in position cement concrete pavement with 1:2:4, stone aggregate 20 mm nominal size including finishing complete.

AMAR RANJAN KUMAR