Water Suppy Scheme Karalian (Civil Works) under JJM ( Work No.01)

Amount

Pipe Works: Laying and fitting of Rising main and Distribution system Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lit upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil

Laying and fitting of GI pipes ( all classes) complete excluding the cost of pipes and earthwork

GI pipe 100mm dia (Light ) ( trench size 0.75 x 0.75)

GI pipe 80mm dia (Medium) ( trench size 0.70 x 0.70)

GI pipe 80mm dia ( trench size 0.70 x 0.70)

GI pipe 65mm dia ( trench size 0.60 x 0.60)

GI pipe 50mm dia ( trench size 0.60 x 0.50)

GI pipe 40mm dia ( trench size 0.50 x 0.40)

GI pipe 32mm dia ( trench size 0.50 x 0.40)

GI pipe 25mm dia ( trench size 0.40 x 0.30)

GI pipe 20mm dia ( trench size 0.40 x 0.30)

GI pipe 15mm dia ( trench size 0.30 x 0.20)

Laying and fitting of HDPE pipe (all classes) with fittings complete

HDPE pipe 110 mm dia ( trench size 0.75 x 0.75)

HDPE pipe 90 mm dia ( trench size 0.70 x 0.75)

HDPE pipe 75 mm dia ( trench size 0.70 x 0.75)

HDPE pipe 63 mm dia ( trench size 0.60 x 0.60)

HDPE pipe 50 mm dia ( trench size 0.50 x 0.50)

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Welding of joints by electric arc welding including testing and commissioning of joint incl. carriage of set and all other accessories including making arrangement for electric supply / arrangement for generator etc. complete

Providing and fixing 150 mm dia C. I. sluice valve/ Check valve as per specifications IS: 14846 for control purpose of different dias including joining material , bolts, nuts , washer, rubber insertions etc.

Providing and fixing 100 mm dia C. I. sluice valve/ Check valve as per specifications IS: 14846 for control purpose of different dias including joining material , bolts, nuts , washer, rubber insertions etc.

Providing and fixing 80 mm dia C. I. sluice valve/ Check valve as per specifications IS: 14846 for control purpose of different dias including joining material , bolts, nuts , washer, rubber insertions etc.

Providing and fixing 65 mm dia C. I. sluice valve/ Check valve as per specifications IS: 14846 for control purpose of different dias including joining material , bolts, nuts , washer, rubber insertions etc.

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 50 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 40 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 32 mm dia

Providing and fixing gun metal gate valve non-return valve of approved quality (Screw end) 80 mm dia

Demolishing cement concrete manually/ mechanically means including disposal of unserviceable material with in 50 mtr lead as per directions of Engineer-in- charhge 1:4:8 or leaner mix (i.e. equivalent design mix).

Taking out existing CC interlocking paver blocks from footpath/ central verge including removal of rubbish etc. staking of serviceable material within 50 mtr lead as per direction of Engineer-in-Charge.

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required lane, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand , filling the joints with fine sand etc. alll complete as per the direction of Engineer-in- charge.

Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 25mm to 40mm dia.

Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 50mm to 80mm dia.

Providing and fixing brass stop cock of approved quality 15 mm nominal bore

Providing and fixing brass ferrule with C.I. mouth cover including borring and tapping the main 15 mm nominal bore

Providing and laying non- pressure NP2 class ( light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 sand) including testing of joints etc. complete at crossing / spots wherever required DI pipe 300 mm

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 20mm nominal size)

Carriage of G.I. pipe from Procurement Store to stacking place avg. distance 60 km by Mechanical Transport

Carriage of G.I. pipe from stacking place to site of work at avg. distance 500 mtr. By head load

Carriage of HDPE pipe from Procurement Store to stacking place avg. distance 60 km by Mechanical Transport

Carriage of HDPE pipe from stacking place to site of work at avg. distance 500 mtr. By head load

Restoration of lanes damaged during execution of pipe works : Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Carriage of Sand from source to site of work for an av. Distance of 10 km by Mechanical Transport and 100 mtr by head load

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km and 100 mtr by head load

Carriage of cement by Mechanical Transport 10 km and 100 mtr by head load incl. cost of loading, unloading and stacking

Repair of Pump Room building Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in all kind of soil

Providing and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering all work upto plith level 1:4:8 mix (1 cement :4 Coarse sand : 8 aggregate 40 mm normal size)

Demolishing Brick work manually/ mechanically means including stacking of serviceable material and disposal of unserviceable material with in 50 mtr lead (in cement mortar).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting patches in propper shape , raking out joints and preparing the plastering the surface

Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x40x6mm for diagonal braces

Painting top of roof with bitumen of approved quality at 17 kg/ 10sqm impregenates with a cost of coarse sand at 60 cudm per 10 sqm including clening the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete with residual type petroleum bitumen of grade VG-10

10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 ( 1 cement: 3 fine sand) mixed with 2 % of integral water proofing compound by weight of cement and finishing neat. With machine moulded Common burnt clay (Non modular) brick tiles of class designation 10.0

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50mm thick with 20mm nominal size stone aggregate

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

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

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete

Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 110mm dia.

Distempering with dry distemper of approved brand and manufacturer (two or more coats) and of required shades on new work , over and including water thinnable priming coat to give an even shade

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Demolishing cement concrete manually/ mechanically means including disposal of unserviceable material with in 50 mtr lead as per directions of Engineer-in- charhge 1:3:6 or rich mix (i.e. equivalent design mix).

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 10 km

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km

Carriage of Brick from klin to site of work by Mechanical Transport for an avg. distance of 10 km

Carriage of Brick Tile from klin to site of work by Mechanical Transport for an avg. distance of 10 km

Carriage of cement by M.T. 10 km incl. cost of loading, unloading and stacking

Provision of electric fitting includes 04 No. 20 W Let Battern Light , 01 No. Fan, 15A Sockets, 04 No. External Flood Light ( With complete wiring)

Providing, installation, operating and commissioning fully autommatic gravity feed chlorination plant based on microcontroller technology with automatic chemical infusion and proportionate dosing controller along with chemical detection system and variable pressure controller by incorporating the latest electronic digital technology including cost of providing chlorine dosing and other necessary materials for one year and operation , maintenance for a period of one year from the period of installation of inline chlorinator (Complete job) at tube well Karallian

Providing and installation of sign Boad with writing (8t x 10 ft) and writing and painting on walls with quotations, JJM logo , infrastructure details etc (150 sft)

MS MALIK AND COMPANY

CHATTER SINGH

SAI CONSTRUCTION COMPANY