Provn of protective work incl RCC retaining walls in two steps, RCC Slab, PCC hard standing, PCC drain, Septic tank, Soak pit, Man hole and plinth protection infront of Type-V qtr Bldg No. D 62 and Tent mess Area of HQ IGAR (N) at Kohima

Amount

SCHEDULE `A' PART-I (RCC RETAINING WALL 4.00 MTR HEIGHT, DRG NO. IGAR (N)/2016/07, SHEET NO 1/1) LOCATION:- (TYPE-V QTR) BLDG NO D/62

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 1:3:6, type C2 for foundation filling and mass concrete.

Providing and laying in position reinforced cement concrete 1:1.5:3 Type A1 using 20mm gd aggregate, excluding the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level.

Reinforced cement concrete work 1:1:.5:3 Type A1 using 20mm gd aggregate 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 leve, excluding cost of centering, shuttering, finishing and reinforcement.

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

Centering and shuttering including strutting, propping etc. and removal of form for RCC retaining wall

Steel reinforcement TMT bars for RCC work including straightening, cutting, bending, placing in position and binding all complete.

S/F PVC (SWR) pipes 110mm dia as in weep hole.

Filing 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.

SCHEDULE `A' PART-II (HARD STANDING & PLINTH PROTECTION) LOCATION:- (TYPE-V QTR) BLDG NO D/62

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 disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be leveled and neatly dressed in hard/dense soil.

M/L for hardcore using broken boulders of gauge 63 to 45mm deposited, spread and leveled in layers exc 15 cm thick, watered and rolled/rammed to true surface 100 mm thick.

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

Centering and shuttering including strutting, propping etc. and removal of form for sides of steps/footpath

Providing and laying in position cement concrete 1:3:6 type CI in plinth protection over 75mm thick bed of dry bricks ballast including ramming, watering etc complete- Work Upto Plinth level.

Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard, jointed with neat cement slurry mixed with dark shade pigment using ordinary cement, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4.

SCHEDULE `A' PART-III (RCC RETAINING WALL 3.00 MTR HEIHGT, DRG NO. NLR(N) ENGR/2016/479 SHEET NO 1/1) LOCATION:- (TYPE-V QTR) BLDG NO D/62

Earth work in excavation by mechanical means (Hydraulic excavatior)/ manual means in foundation trenches or drains (not exceeding1.55 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 40 mm nominal size excluding the cost of centering and shuttering – All work up to plinth level.

Providing and laying in position reinforced cement concrete 1:1.5:3 type A1 using 20 mm gd aggregate, excluding the cost of centering, shuttering, finishing and reinforcement – Al work up to plinth level.

Reinforced cement concrete work 1:1.5:3 type A1 using 20 mm gd aggregate 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.

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

Centering and shuttering including strutting, propping etc. and removal of form for RCC retaining wall.

Steel reinforcement TMT bars for RCC work including straightening, cutting, bending placing in position and binding all complete.

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

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

Supplying and filling with earth free from vegetation for back filling of retaining wall, including watering, ramming, consolidating and dressing complete.

SCHEDULE `A' PART-IV (PCC DRAINS, DRG NO. IGAR(N)/ENGR/2016/06) LOCATION:- (TYPE-V QTR) BLDG NO D/62

Earth work in excavation by 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.

Providing and laying 75 mm thick compacted bed of dry bricks 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

M/L of PCC 1:4:8 type D2 using 40mm gd agg as in based of drain.

Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in CM1:4.

M/L for PCC 1:2:4 type B1 using 20 mm gd agg as in drain.

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

15 mm cement plaster finished with a floating coat of neat cement of mix CM 1:4

Providing and fixing 150 mm dia PVC pipe as in drainage incl cutting, jointing as reqd and laying in trenches with solvent cement.

Providing and fixing 150 mm dia PVC bend as in drainage incl jointing with solvent cement.

Providing and fixing hard drawn steel wire fabric mesh of size 25 x 25 mm made of G.I wire of dia 2 mm in chambers.

SCHEDULE `A' PART-V (SEWAGE DISPOSAL)

Construction of 20 user septic tank (Size 2.30x1.0x2.00 mtr) as per std specification & drawings No.STD/ENGR/03/09 in all respect as per Drg and Specification, and direction of E IC.

Construction of Soak pit 2.50 mtr dia and 3.00 mtrs deep with 45x45 cm dry brick honey comb shaft with brick and 100 mm dia 1.80 mtr long drain pipe of SW. drawings No.STD/ENGR/04/09 in all respect as per Drg and Specification, and direction of E IC.

Construction of brick masonry Man hole in cement mortar 1:4 inside size 90x80 cm and 45 cm deep with CI cover

Providing, laying and jointing 100 mm dia glazed stoneware pipe incl cement concrete bed & haunching with PCC 1:4:8

SCHEDULE `A' PART-VI (RCC SLAB AND HARD STANDING FOR TENT MESS AREA, DRG NO IGAR(N)ENGR/2018/11(A)

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 usig stone agg 40mm nominal size excluding the cost of centering and shuttering – All work up t o plinth level.

Providing and laying in position reinforced cement concrete 1:1.5:3 using 20 mm gd stone agg, excluding the cost of centering, shuttering, finishing and reinforcement –All work u to plinth level.

Reinforced cement concrete work 1:1.5:3 using 20 mm gd stone agg in column and beam up to floor five level, excluding cost of centering, shuttering, finishin and reinforedement.

Reinforced cement concrete work 1:1.5:3 using 20 mm gd stone agg in roof slab up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement.

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

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

Centering and shuttering incljding strutting, propping etc. and removal of form for beam.

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

Steel reinforcement TMT bars for RCC work including straightening, cutting, bending, placing in position and binding all complete.

Steel reinforcement hot rolled deformed bars for RCC work including straightening, cutting, bending, placing in position and binding all complete in roof slab.

15 mm cement plaster on the rough side of wal of mix 1:4 CM

SCHEDULE `A' PART-VII (RCC RETAINING WALL 3.00 MTR HEIHGT, DRG NO. NLR(N) ENGR/2016/479, SHEET NO 1/1) LOCATION:- TENT MESS AREA

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 40 mm nominal size excluding the cost of centering and shuttering – all work up to ;linth level.

Providing and laying in position reinforced cement concrete 1:1.5:3 type A1 using 20 mm gd aggregate, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level.

Reinforced cement concrete work 1:1.5:3 type A1 using 20mm gd aggregate in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. Up to floor five leve, excluding cost of centering, shuttering, finishing and reinforcement.

Centering and shuttering including strutting, propping etc. and rremoval of form for footing.

Centering and shuttering including strutting, propping etc. and removal of form for RCC retaining wall.

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

Steel reinforcement TMT bars for RCC work including straightening, cutting, bending, placing in position and binding all complete.

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

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

SCHEDULE `A' PART-VIII (RRM RETAINING WALL, 3.10M HEIGHT, DRG NO.STD/ENGR/2016/01) LOCATION:- TENT MESS AREA

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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m in al 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 – Al work up to plinth level.

M/L for random rubble masonry with hard stone in retaining wall, including leveling up with cement concrete 1:6:12 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 fr PCC 1:3:6 for wep hole.

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with 50 meters lead as per direction of Engineeer-In-Charge.

SCHEDULE `A' PART-IX (PCC DRAIN) DRG NO.IGAR(N)/ENGR/2016/06) LOCATION:- TENT MESS AREA

Earth work in excavation by 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 50m.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer –In-Charge

Providing and laying 75mm thick compacted bed of dry brick aggrreagate of 40 mm thick nominal size including spreading, well ramming, consolidation and grouting with jamuna sand, including finishing smooth etc. complete as per direction oof Enginer in Charge.

M/L for PCC 1:4:8 type D2 using 40 mm gd agg as in base of drain.

Brick work with common burnt clay FPS (Non modular) bricks of class designation 7.5 in foundation and plinth in CM 1:4.

M/L for PCc 1:2;4 tpe B1 using 20 mm gd agg as in drain.

Centering and shuttering including strutting, propping etc. and rremoval of form for sides of drain.

15 mm cement plaster finished with a floating coat of neat cement of mix CM 1:4

Providing and fixing 150 mm dia PVC pipe as in drainage incl cutting, jointing as reqd and laying in trenches with solvent cement.

Providing and fixing 150mm dia PVC bend as in drainage incl jointing with solvent cement.

Providing and fixing hard drawn steel wire fabric mesh of size 25 x 25 mm made of GI wire of dia 2 mm in chambers.

GAUTAM ENTERPRISES

M/s Shiv Narayan Gupta