Provn of drinking water supply scheme for COB Barabekra, New Kaiphundai and Nungba of 39 Assam Rifles under HQ IGAR (E)

SCHEDULE A PART - I (PROVN OF DRINKING WATER SUPPLY SCHEME FOR COB NEW KAIPHUNDAI OF 39 ASSAM RIFLES) Providing and fixing G.I. pipes 65 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc. From water source to COB loc

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

Providing and fixing G.I. pipes 25 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc. Internal distr line

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. 25 to 40 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

40 mm nominal bore

50 mm nominal bore

Providing and fixing gun metal non- return valve 50 mm nominal bore (Horizontal) of approved quality (screwed end).

Providing and fixing gun metal non- return valve 40 mm nominal bore (vertical) of approved quality (screwed end).

Constructing masonry Chamber 30x30x50 cm inside, in brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 50 mm diameter pipe

40 mm diameter pipe

25 mm diameter pipe

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm diameter pipe

40 mm diameter pipe

25 mm diameter pipe

Supplying, installation, commissioning and testing of Centrifugal monobloc pump set of 5.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 5 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha).

Supplying, installation, commissioning and testing of Submersible pump set of 2.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 2 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha).

Supplying, installation, commissioning and testing of IRP double vessels vertical type of minimum capacity of 6000 LPD made up of FRP with following specification :- (a) MGF vessels made up of FRP alongwith all filter media. (b) ACF vessels made up of FRP alontwith all filter media. (c) Chemical dosing pump (d) Multi port valve.

Provn of temp shed suitable for for centrifugal monobloc pump 3 HP with wooden framework and CGI sheet roofing, cement flooring with PCC 1:2:4, etc.

Providing and placing polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

SCHEDULE A PART - II (PROVN OF WATER TANK (BRICK MASONRY) OF SIZE 3.00X4.00M FOR COB NEW KAIPHUNDAI OF 39 ASSAM RIFLES) Earth work in excavation by mechanical means / manual means in foundation trenches (not exc 1.5m 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.

M/L for PCC 1:4:8 type D2 using 40mm aggregate.

M/L for PCC 1:3:6 type D2 using 40mm aggregate.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in CM 1:6.

Reinforced cement concrete work in suspended floors 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).

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work, including the cost of required centering, shuttering but, excluding cost of 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 cover slab.

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

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

Providing and laying in position cement concrete of 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.

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

Cement plaster 1:3 (1 cement: 3 coarse sand) 20mm thick finished with a floating coat of neat cement.

M/L for plastering 15mm thick in CM 1:4.

Making plinth protection 50 mm thick of cement concrete 1:3:6 over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

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

SCHEDULE A PART-III (PROVN OF DRINKING WATER SUPPLY SCHEME FOR COB NUNGBA OF 39 ASSAM RIFLES) Providing and fixing G.I. pipes 50 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc.

Providing and fixing G.I. pipes 25 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. 25 to 40 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

40 mm nominal bore

50 mm nominal bore

Providing and fixing gun metal non- return valve 50 mm nominal bore (Horizontal) of approved quality (screwed end).

Providing and fixing gun metal non- return valve 40 mm nominal bore (vertical) of approved quality (screwed end).

Constructing masonry Chamber 30x30x50 cm inside, in brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 50 mm diameter pipe

40 mm diameter pipe

25 mm diameter pipe

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm diameter pipe

40 mm diameter pipe

25 mm diameter pipe

Supplying, installation, commissioning and testing of Centrifugal monobloc pump set of 5.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 3 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha).

Supplying, installation, commissioning and testing of Submersible pump set of 2.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 2 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha).

Provn of temp shed suitable for for centrifugal monobloc pump 3 HP with wooden framework and CGI sheet roofing, cement flooring with PCC 1:2:4, etc.

Supplying, installation, commissioning and testing of IRP double vessels vertical type of minimum capacity of 6000 LPD made up of FRP with following specification :- (a) MGF vessels made up of FRP alongwith all filter media. (b) ACF vessels made up of FRP alontwith all filter media. (c) Chemical dosing pump (d) Multi port valve.

Providing and placing polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

SCHEDULE A PART - IV (PROVN OF WATER TANK (BRICK MASONRY) OF SIZE 3.00X4.00M FOR COB NUNGBA OF 39 ASSAM RIFLES) Earth work in excavation by mechanical means / manual means in foundation trenches (not exc 1.5m 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.

M/L for PCC 1:4:8 type D2 using 40mm aggregate.

M/L for PCC 1:3:6 type D2 using 40mm aggregate.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in CM 1:6.

Reinforced cement concrete work in suspended floors 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).

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work, including the cost of required centering, shuttering but, excluding cost of 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 cover slab.

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

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

Providing and laying in position cement concrete of 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.

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

Cement plaster 1:3 (1 cement: 3 coarse sand) 20mm thick finished with a floating coat of neat cement.

M/L for plastering 15mm thick in CM 1:4.

Making plinth protection 50 mm thick of cement concrete 1:3:6 over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

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

SCHEDULE A PART - V (PROVN OF DRINKING WATER SUPPLY SCHEME FOR COB BARABEKRA OF 39 ASSAM RIFLES) Providing and fixing G.I. pipes 50 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 G.I. pipes 25 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. 25 to 40 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

40 mm nominal bore

50 mm nominal bore

Providing and fixing gun metal non- return valve 50 mm nominal bore (Horizontal) of approved quality (screwed end).

Providing and fixing gun metal non- return valve 40 mm nominal bore (vertical) of approved quality (screwed end).

Constructing masonry Chamber 30x30x50 cm inside, in brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 50 mm diameter pipe

40 mm diameter pipe

25 mm diameter pipe

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :50 mm diameter pipe

40 mm diameter pipe

25 mm diameter pipe

Supplying, installation, commissioning and testing of Centrifugal monobloc pump set of 5.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 3 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha).

Supplying, installation, commissioning and testing of Submersible pump set of 2.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 2 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha).

Provn of temp shed suitable for for centrifugal monobloc pump 3 HP with wooden framework and CGI sheet roofing, cement flooring with PCC 1:2:4, etc.

Supplying, installation, commissioning and testing of IRP double vessels vertical type of minimum capacity of 6000 LPD made up of FRP with following specification :- (a) MGF vessels made up of FRP alongwith all filter media. (b) ACF vessels made up of FRP alontwith all filter media. (c) Chemical dosing pump (d) Multi port valve.

Providing and placing polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

SCHEDULE A PART - VI (PROVN OF WATER TANK (BRICK MASONRY) OF SIZE 3.00X4.00M FOR COB BARABEKRA OF 39 ASSAM RIFLES) Earth work in excavation by mechanical means / manual means in foundation trenches (not exc 1.5m 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.

M/L for PCC 1:4:8 type D2 using 40mm aggregate.

M/L for PCC 1:3:6 type D2 using 40mm aggregate.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in CM 1:6.

Reinforced cement concrete work in suspended floors 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).

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work, including the cost of required centering, shuttering but, excluding cost of 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 cover slab.

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

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

Providing and laying in position cement concrete of 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.

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

Cement plaster 1:3 (1 cement: 3 coarse sand) 20mm thick finished with a floating coat of neat cement.

M/L for plastering 15mm thick in CM 1:4.

Making plinth protection 50 mm thick of cement concrete 1:3:6 over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

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

J R Infratech

M/S PARADISE ENTERPRISE

NIPIN SAH AND BROS

NASCENT ENTERPRISE