PROVISION OF ENABLING WORKS

Amount

TOPOGRAPHICAL SURVEY & GEO TECHNICAL INVESTIGATION

Conducting topographical survey including fixing of permanent bench mark, grid pillars / boundary pillars and submission of reports.

Mobilisation and demobilisation of equipment and personnel to the site for carrying out the following field investigations.

Soil investigation by carrying out bore holes of 100mm dia as per relevant / latest IS code, collecting samples of disturbed soil and conducting the following tests as per relevant and latest IS code in all types of soils and submission of detailed soil. (a) Conducting SPT (b) Natural moisture content (c) Dry and wet density (d) Soaked unconfined compression test (e) Percentage absorption (f) Mechanical analysis and moisture content (g) Liquid and plastic limit test (h) Sample preparation (i) Sieve analysis (j) Soil classification as per IS (k) Direct shear test (l) Consolidation test (m) Unconfined compression on rock

Testing charges for water samples

Electrical resistivity test all as per specifications

Professional consulting fees inclusive of preparation and submission of Technical Report in three copies along with soft copy and recommendations.

BOUNDARY WALL

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. (a) All kinds of soil

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 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 soils as directed, within a lead of 50 m. (a) Ordinary rock

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 for all lifts upto 1.5 m.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - : All work upto plinth level. (a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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. (a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all heights and levels (a) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).

All works upto plinth level

All works above plinth level upto floor V level

Providing and fixing upto plinth level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete all as per specification/Drawings or as approved by Engineer-in-Charge. (a) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

12 mm cement plaster of mix : (a) 1:6 (1 cement: 6 fine sand)

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

Structural steel work riveted, bolted or welded in built up sections, trusses and framework, including cutting, hoisting, fixing in position and applying two coats of synthetic enamel paint over a priming coat of approved steel primer all complete. (for Y shape angle, MS grating, MS steel gate).

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

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 : (a) Cement mortar 1:6 (1 cement : 6 coarse sand)

WATER SUPPLY/ BOREWELL WORKS

Conducting Geological survey by Registered Hydrogeologist at entire permissible area at site for each bore well and Conducting yield test and submission of detailed Resistivity Survey report as directed and approved by Engineer-in-Charge.

Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata cahrt/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level.

All types of soil. (a) 300 mm dia

Rocky strata including Boulders (a) 300 mm dia

Supply, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, comforming to IS: 12818, including required hire and labour cahrges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in- Charge. (a) 200 mm nominal size dia

Providing of Fixing of PVC slotted pipe 200 mm dia as per IS:12818 including all Accessories complete as required / as per direction of engineer-in-charge

Providing & fixing single / multistage 7.5 HP 3 phase , 75 stage submersible tubewell pump suitable for 125 mm bore with stainless steel casing , NORYL impeller, stainless steel shaft & built in non return valve couopled with submersible squarrel cage motors suitable for 415 Volts + 10% volts, 3 phase, 50 cycles ac supply as per direction of Engineer-in-Charge. Discharge 3600 ltr/hrs. Head Range 300 metre

Supply & lowering / fixing 50 mm dia GI Pipe including transportation.

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a) 50 mm nominal bore

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

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : (a) 50 mm dia

Supply, erection, testing and commissioining of pressure guage assembly including syphon bend and cock, pressure guage of bourdon type with 150mm dia dial having the following ranges. (a) 0 - 12 Kg/Sq.cm

Supply, laying and commissioning of following size 1.1KV grade XLPE/PVC insulated armoured aluminium/copper conductor cable to be laid underground at a depth of 750mm below ground level including excavation and refilling of earth after cables are laid, providing protection with sand and bricks at sides and top and 6mm thick molded cable route markers at every 15mtr. interval and also at the turnings. The XLPE cables shall conform to IS 7098 & PVC cables shall conform to IS: 1554.

4C x 16 Sq. mm (Al), XLPE

3C x 2.5 Sq. mm (Copper) multistrand, PVC

3C x 6 Sq. mm (Copper), Flat Water proof cable

Providing Indoor end terminations for the cable specified above with compression type brass gland, Bi-metallic lugs using crimping tool, Insulation tape, Identification tags etc., including Earthing of Gland.

4 core x 16 Sq. mm Aluminium.

3 core x 2.5 Sq. mm Copper

3C x 6 Sq. mm (Copper), Flat Water proof cable

Supply, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per the directions of Engineer-in-Charge.

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

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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. (a) 50 mm nominal outer dia Pipes

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-Charge.

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (a) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Supply, Installation of long life Maintenance Free Earthing System. The Rod shall be of Copper Bonded Steel with 17.2 mm dia. and 10 feet length with a core of mild steel molecularly bonded with min. 250 microns coating of 99.99% pure electrolytic grade Copper and exothermically welded Cu Busbar of 50X6X200mm both tested by CPRI capable of bearing fault current of 25 kA. Along with earth enhancement compound tested by RoHs complying IEC 62561-7 in a sealed bag of minimum 30 kg (10 kg Bag x 3) resistivity is less than 0.2 ohm meter . The earthing shall be with Suitable Poly-plastic Pit Cover with lockable arrangemen( JMV/ERICO)

Supply and laying of following size earth strips including excavation in all type of soil and refilling of earth when laid in ground and with all fixing accessories when laid inside the building including all necessary interconections with earth station and equipments. (a) 25 x 6 mm hot dip GI strip

Underground Sump (10000 Ltr capacity each) all as specified.

ROAD WORK

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

All kinds of Soils

Ordinary Rock

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Providing and laying moorum on subgrade including compaction under optimum moisture conditions to five at least 95% of the maximum dry density (procter density) in layers not exceeding 20 cm all as per drawing and direction of Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per speci-fications and directions of Engineer-in-Charge.

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. (a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete

450 mm dia. R.C.C. pipe

600 mm dia. R.C.C. pipe

AREA DEVELOPMENT & DRAINAGE

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: (a) All kinds of soil

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. (a) All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in founddation 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 and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) Ordinary Rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. (a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand)

Filling available excavated earth (excluding rock) in renches, 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.

12mm thick plastering in cement mortar 1:3 (1cement: 3 fine sand) with water proofing compound mixed as per manufacturer instruction including a floating coat of neat cement incl. benching, haunching all as directed by Engineer-in-Charge.

RMS CONSTRUCTION PVT. LTD.

RIC Projects Pvt. Ltd.

Bahl Builders Pvt Ltd