AUGMENTATION OF WATER SUPPLY AT DHARAMSHALA

Amount

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed.

Demolition of brick work or stonework built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings ,dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15 cm thick above or below ground level complete and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed.

Earth work in excavation by mechanical means in hard rock (Hydraulic excavator) means over areas (exceeding 30 cm in depth upto 1. metre , 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge

Earth work in excavation by mechanical means in hard rock (Hydraulic excavator) means over areas (exceeding 1.5m and not exc 3m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge

Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in hard and dense soil complete all as specified and directed.

Excavation over areas, n.exc 1.5 m deep and getting out in hard and dense soil complete all as specified and directed.

Excavation over areas, exc 1.5 m and not exc 3m deep and getting out in hard and dense soil complete all as specified and directed.

Excavation over areas, n.exc 1.5 m deep and getting out in hard rock complete all as specified and directed.

Excavation over areas, exc 1.5 m and not exc 3m deep and getting out in hard rock complete all as specified and directed.

Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in hard and dense soil, complete all as specified and directed.

Excavation in trenches, not exceeding 1.5 mtr wide and exceeding 1.5 mtr but not exceeding 3 Mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in hard and dense soil, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed.

Removing excavated materials soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Removing excavated materials soils, exceeding 250 metres but not exceeding 500mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Removing excavated rock materials, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Removing excavated rock materials, to a distance exceeding 250m but not exceeding 500mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Hand packing (any thickness) of broken stone or boulders at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal, for depth exc 1.5 m and not exc. 3 m deep, complete all as specified.

Hard core of broken stone or boulders of gauge not exc 63 mm deposited ,spread and leveled in layer not exc 15 cm thick complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller, including filling in soft spots, depressions, etc. which occur during rolling (for portion coming in cutting/original ground only) to required camber and gradient, etc. including watering before or during rolling, all complete all as specified and as directed .

150 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stones of size range 100 to 50mm, deposited, spread, leveled in one layer, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed.

Water bound macaadam 150mm thick (Compacted thickness) laid with coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size) using granite, trap or basalt stone of best quality locally available spread and rolled with 10 to 12 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified.

Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc, applying evenly a priming/ tack coat with bituminous primer using paving bitumen @ 10 kg per 10 sq metre of road surface, laying bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% bitumen binder content by weight of total mix using 20mm crushed stone aggregate, rolled and compacted to required camber and gradient with 8 to 10 tonne vibrator power roller, complete all as specified and directed. Note:- Bituminous premix semi dense asphaltic concrete shall be mixed in automatic temperature controlled hot mixing plant, transported and premix carpet shall be laid in single layer with self propelled mechanical paver, rolled with vibrator roller.

PCC 1:5:10 (nominal mix) type E-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

PCC 1:4:8 (nominal mix) type D-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

PCC 1:3:6 (nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

PCC 1:2:4 (nominal mix) type B-2 (using 40mm graded crushed stone aggregates) as in surface channel and drains complete all as specified and directed.

Extra for forming fair finished drain or channel n.exc 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc complete all as specified and directed.

RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregates ) foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and like complete all as specified and directed.

RCC M-25 (Design mix) (using 20 mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span, chajjas and like complete all as specified and directed.

RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregates ) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregates ) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregates ) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregates ) as in Domes, vaults, shell roofs,arch ribs and folded plates of undergroung sump complete all as specified and directed.

RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregates ) as in Columns, pillars, piers, posts and struts complete all as specified and directed.

PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

PVC 110mm dia pipe, pressure rating 4 kgf/sqcm (in short length) , fixed in retaining wall as weep hole complete all as specified & directed.

Use & waste of form work to surfaces of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface of curved concrete complete all as specified and directed.

Use & waste of form work to surfaces of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished surface of flat concrete complete all as specified and directed.

Use & waste of form work to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. for rough finished surfaces of flat concrete, complete all as specified & directed.

Use & waste of form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surfaces of curved concrete, complete all as specified & directed.

Use & waste of form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surfaces of flat concrete, complete all as specified & directed.

Use & waste of form work to suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished surfaces of curved concrete, complete all as specified & directed.

Use & waste of form work to suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of flat concrete, complete all as specified & directed.

Use & waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface of curved concrete complete all as specified and directed.

Use & waste of form work to Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface of flat concrete complete all as specified and directed.

Precast cement concrete bond stone 1:2:4 type B-1 (using 20mm graded crushed stone agrregate) set in CM 1:6 complete all as specified and directed

Brick work with old size fly ash bricks, class 7.5, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 all as specified & directed.

Walling of random rubble stone masonry, brought upto courses, well bonded, bedded and soilidly hearted built in CM (1:6), complete all as specified and directed.

Walling of random rubble stone masonry, brought upto courses, well bonded, bedded and soilidly hearted built in CM (1:4), complete all as specified and directed.

Pressed steel frame using 1.25 mm thick PBI sheet (size of frame 105 x 60 mm) for doors with one or more rebates including necessary fixing lugs, hinges, lock/ strike plate etc and filling with PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregates) as in back of chowkats complete all as specified.

2nd class hard wood, Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified.

Powder coated (minimum thickness of powder coating 50 micron) aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing of glass, particle board,aluminium frame etc complete all as specified and directed.

35mm thick second class hardwood (Sal/Hollock) factory made plain framed panelled shutter (two panel) with lock rails & panel of 9 mm B.W.P commercial ply wood or 12 mm thick veneered particle board with commercial veneering on both side. The size of rail and stile as per IS:1003 (Part-I) kiln seasoned and chemically pressure treated complete all as specified and directed.

Powder coated Anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and directed.

Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.

Aluminium handles cast type anodized of size 125 mm complete all as specified and directed.

Aluminium anodized barrel tower bolt of extruded section of size 200 mm and fixed complete all as specified and directed.

Mild steel butt hinges of size 100mm medium weight cold rolled complete all as specified and directed.

250mm long aluminium alloy, anodized, sliding door bolt with hasp, staple(bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy complete all as specified and directed.

Galvanished mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks or galvanished wire staples complete all as specified and directed.

Aluminium anodised snap grid frame work of size of size 605 mm X 605 mm as in false ceiling, flat or sloping (pattern as per manufacturer's catalogue/ instructions), cutting holes for electrical fittings fixed on and including aluminium tee of size 25mmX25mmX1.50 mm as main runner, aluminium tee of size 25mmX25mmX1.25 mm as cross runner and aluminium angle of size 25mmX25mmX1.25mm at the perimeter suspended from soffit at approx 900 mm centre to centre with hangers 6 mm dia galvanised (length as per site requirement) adjusting level fixed to roof by means of ceiling cleats made out of galvanised iron flat 40 mm X 3 mm size, 60 mm long and expansion hold fasteners 12.5 mm dia, 40 mm long including necessary scaffolding all as specified and directed.

Providing and fixing Gypsum board 12mm thick in ceiling fixed with screw as per manufacturers instructions complete all as specified & directed.

Prepainted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified, all as specified and directed.

Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified.

Rolled mild steel work as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to grade Fe 410 -W (Gde-E- 250) quality-A, complete all as specified and as directed.

Rolled mild steel work as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to grade Fe 410 -W (Gde-E- 250) quality-A, complete all as specified and as directed.

Rolled mild steel work as in Stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. complete conforming to grade Fe 410 -W (Gde-E- 250) quality-A, complete all as specified and as directed.

Mild steel work as in hold fast, wind ties for roof including securing bolts including all necessary drilling ,bolting or reverting etc and all similar work conforming to Fe-290 (Gde E-165) complete all as specified and directed.

Mild steel framed work as in brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. not exceeding 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and directed.

Mild steel TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed.

Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed.

Steel reinforced corrosion resistant steel zinc coated/HCRM TMT bars confirmed to IS 1786-2008 having min yield strength of 500N/mm2 of grade FE-500D and min elongation 16% 10mm dia and over, cut to length , bend to shape reqd, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Steel reinforced corrosion resistant steel zinc coated/HCRM TMT bars confirmed to IS 1786-2008 having min yield strength of 500N/mm2 of grade FE-500D and min elongation 16% 6mm to 8 mm dia , cut to length , bend to shape reqd, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

75mm thick PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregates) as in sub base complete all as specified and directed. .

40 mm thick, PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in floor finish, surface finished even and smooth without using extra cement complete all as specified and directed.

Plain cement concrete 1:3:6, nominal mix, type C-1, using 20mm graded mechanically crushed stone aggregate, 75mm thick as in plinth protection etc., surface finished even and smooth without using extra cement and laid to a slope of 1 in 24 in alternate panels n.exc. 1.20 Sqm each, 12mm wide and 5 cms deep joints shall be formed between the bays and shall be filled with mastic filling comprising a mixture of one part of heated blown bitumen and two parts of heated coarse sand (by volume), all as specified. Note:- The unit rate include for use of form work (straight or curved).

Machine cut kota stone slab flooring 20-25 mm thick of size not less than 550 mm X 550 mm as per sample kept in GE’s office, laid and jointed with grey cement slurry mixed with pigment to match the shade of slab, as in floor etc, laid over and including 15mm screed layer in cement mortar 1:4, cutting, rubbing, grinding and polishing to achieve mirror finish, laid over PCC subbase complete, all as specified.

Machine cut kota stone slab flooring with white boarder lining 20-25 mm thick as per sample kept in GE’s office, laid and jointed with grey cement slurry mixed with pigment to match the shade of slab,as in in skirting, dados, risers to steps etc, laid over and including 10mm thick rendering in cement mortar 1:4 , cutting, rubbing, grinding and polishing to achieve mirror finish complete, all as specified.

Rendering cement plaster 10mm thick in cement mortar 1:6 on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.

Rendering cement plaster 15mm thick in cement mortar 1:4 on stone masonry or surface other than fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.

Rendering cement plaster 15mm thick in cement mortar 1:4 on stone masonry or surface other than fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement including mixing with water proofing compound, complete all as specified. Note : Water proofing compound shall be measured and paid seperately.

Rendering cement plaster 20mm thick in cement mortar 1:4 on stone masonry or surface other than fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.

Supply only integral water proofing compound, complete all as specified.

Preparation of steel surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of colour wash over a coat of white wash complete all as specified and directed.

Preparation of newly plastered or un plastered, previously undecorated wall surfaces and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed.

GI tubing medium grade of 20 mm bore with all fittings and fixtures fixed to wall and ceiling or laid in floor /trenches complete all as specified and directed.

Cast iron Cowl, 100 mm bore, complete all as specified.

Cast iron Bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs complete all as specified and as directed.

Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 40 mm, complete all as specified & directed..

Raised pointing to random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:4 complete all as specified.

Forming Construction joint 75mm deep x 10mm wide filled with sealing compound grade 'A' complete all as specified and directed.

Cast iron sluice valve of dia 80mm flanged both end of class 1.6 PN non raising type with iron wheel installed complete with nut bolts,washers of suitable size and pair of rubber gasket of superior quality all as specified and directed by Engineer-in-Charge.(Note: Rate shall deemed to be include cutting/disconnecting water supply line, inserting flange/ nipple/union/ socket/Tee as required at site and making good disturbed surface,incl T&P used).

Cast iron sluice valve of dia 100mm flanged both end of class 1.6 PN non raising type with iron wheel installed complete with nut bolts,washers of suitable size and pair of rubber gasket of superior quality all as specified and directed by Engineer-in-Charge.(Note: Rate shall deemed to be include cutting/disconnecting water supply line, inserting flange/ nipple/union/ socket/Tee as required at site and making good disturbed surface,incl T&P used).

Supply & fixing cast iron sluice valve of dia 65mm flanged both end of class 1.6 PN non raising type with iron wheel installed complete with nut bolts,washers of suitable size and pair of rubber gasket of superior quality, all as specified and directed by Engineer-in-Charge.(Note: Rate shall deemed to be include cutting/disconnecting water supply line, inserting flange/nipple/union/socket as required at site and making good disturbed surface,incl T&P used).

Transportation of drilling rig with all equipments, accessories to the work spot and setting at site including supply of all consumable, making approach, complete.

Devlopment of site including leveling at site through all kind of road approaches field etc as per the direction of Engineer-in-charge. Note : T&P/JCB required for execution of item shall be deemed to be included in the quoted rate

Drilling of bore hole 200mm dia from ground level to 125 metre in any strata by Odex/ DTH method as per IS : 2800 : 1979 (revised and amended upto date) below ground level through any kind of strata soils/rocks, disposal of surplus soil within a distance of 100m, well ramming and stablizing of material, transportation of drilling Rig and other T&P required, keeping space for pea gravel packing in and including lowering and extraction of casing pipes of suitable thickness after lowering of designed assemble of ERW pipe complete all as specified and as directed. Notes :- (i) ERW housing pipes shall be measured and paid saperately (ii) Casing pipe alongwith direct rotary drill pipes with tools shall be arranged by the contractor and the same shall remain property of contractor after extraction. (iii) In case of non extraction of casing pipe during the course of drilling any type of mishappening, any type of fishing operation of failure of borewell, the contractor will have no claim what so ever on this account. (iv) The verticality test of the tubewell structure shall be carried out by the contractor and the cost is deemed to the included in the quoted rate by the contractor. (v) The contractor has to submit test results/report as per IS:2800(Part-II-1979(With latest amendments) as following:- (a) Results of the tubewell depth and water level measurements. (b) Results of development and drawdown test are to be given in tabular form as per relevant IS. (c) The verticality test report shall be given as per the relevant IS. (vi) The housing/casing pipe shall be inserted only after certificate given by AGE(I) for successful bore hole.

Supply and lowering of IS marked electric resistance welded MS pipe 200mm bore nominal size housing 6.4mm thickness confirming to IS: 4270-2001 with up to date amendments if any. Three to six meters in length welded without any circumferential joints into bore hole in vertical position including cost of all cutting threading and welding of pipes etc complete within all leads and lifts complete in all respects as per direction of the Engineer in Charge Note: Gravel Packing as required with pea gravel around the line/casing pipe shall be provided by the contractor and the rate shall be deemed to included in the quoted rate.

Supply and lowering of IS marked electric resistance welded MS pipe 200mm bore nominal size housing 6.4mm thickness, perforated/ sloted, confirming to IS: 8110-2000 with upto date amendments if any, 4 to 7 mtrs in length welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps including cost of all cutting the reading and welding of pipe etc within all leads and lifts complete in all respects as per direction of the Engineer in Charge Note: Gravel Packing as required with pea gravel around the line/casing pipe shall be provided by the contractor and the rate shall be deemed to included in the quoted rate.

Supply and fixing 200 mm dia casing shoe complete all as specified and as directed.

Collection and preservation of soil sample in polythene bags complete within all leads and lifts, complete all as specified.

Providing and fixing mild steel clamps suitable for 200mm bore well complete in all respects and as per direction of Engineer-in-Charge

GI end Cap of size suitable for 200mm dia borewell complete all as specified and directed by Engr-in-Charge

Development of bore well with pressure 10 Kg/Cm² capacity air compressor as required until clear water is obtained including transportaiton, erection and removing air compressor from the site of complete all as specified. (Note:- Compresser & fuel complete to be arranged by contractor at his own cost)

Supply, installation & testing of submersible pump, electric driven, three phase at voltage 415V + 10%, Frequency Hz 50 Hz + 3%, suitable for 200mm dia borewell (Casing pipe size 200mm) having discharge more than 100 litre/per hour at 105 meter head supply, Protection Class IP68 and install complete of capacity 5 HP/ 3.73 KW inclusive of 40 meter long submersible cable 10 sqmm 3 core complete all as specified and directed.

Supply, installation & testing of submersible pump, electric driven, three phase at voltage 415V + 10%, Frequency Hz 50 Hz + 3%, suitable for 200mm dia borewell (Casing pipe size 200mm) having discharge more than 100 litre/per hour at 184 meter head supply, Protection Class IP68 and install complete of capacity 7.5 HP/ 5.59 KW inclusive of 40 meter long submersible cable 10 Sqmm 3 core complete all as specified and directed.

Supply installation, commisioning and testing of horizontal Monoblock pumping set electric motor driven 2900 RPM with bronze impeller and steel shaft having discharge more than 2 Liter per second litre hour at more than 60 meter head and coupled with squirrel cage induction motor of capacity not less than 3.73 KW/ 5HP at voltage 415V + 10%, Frequency Hz 50 Hz + 3%, grease bearing lubrication, pump efficiency not less than 59.63% , Protection Class IP55 mounted on PCC foundation of base plate. Note:- (i) PCC foundation to install new pump set shall be as per the manufacturer design including grouting suitable size of nuts, bolts and anti vibration pads for vibration free running of pump set shall be as per manufacturer design and rate are deemed to be included in this item as directed at site. (ii) S&F Suction pipe (appx 25 mtr), foot valve (01 No) and Non return valve (01 No), Gate valve (01 No) of suitable size from pump to reservior deemed to be included in this item. Note: (i) Any item like cutting, welding etc required at site for making connections is deemed to be included in this item as directed at site.

Supply installation, commisioning and testing of horizontal Monoblock pumping set electric motor driven 2900 RPM with bronze impeller and steel shaft having discharge more than 6 Liter per second litre hour at more than 68 meter head and coupled with squirrel cage induction motor of capacity not less than 9.32 KW/12.5HP at voltage 415V + 10%, Frequency Hz 50 Hz + 3%, grease bearing lubrication, pump efficiency not less than 59.63% , Protection Class IP55 mounted on PCC foundation of base plate. Note:- (i) PCC foundation to install new pump set shall be as per the manufacturer design including grouting suitable size of nuts, bolts and anti vibration pads for vibration free running of pump set shall be as per manufacturer design and rate are deemed to be included in this item as directed at site. (ii) S&F Suction pipe (appx 25 mtr), foot valve (01 No) and Non return valve (01 No), Gate valve (01 No) of suitable size from pump to reservior deemed to be included in this item. Note: (i) Any item like cutting, welding etc required at site for making connections is deemed to be included in this item as directed at site.

Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of plate not less than 1.5 metre below ground level, connecting to galvanised iron strip 32X6 mm size (as earth lead strip), by means of bolt, nuts, check nuts and washer of galvanised and earth wire protected by provision of galvanised iron pipe light grade, 40 mm bore including provn of concrete pit in plain cement concrete M-15 type B-1 using 20mm graded crushed stone aggregates with 40mm thick cover of rainforced cement concrete M-15 reinforced with XPM (weight not less than 4 kg/Sqm) and frame of angle iron 25x25x3mm with lugs 2 Nos and with 6mm dia mild steel bar handle made to shape, galvanised iron medium grade 20mm bore pipe for watering perforated at bottom 1.75 metre long placed on top edge of earth plate, common salt and charcoal filling, test point made out of phosphorous bronze with fixing arrangement, funnel, wire mesh and including earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 metre, all as per electrical plate No. 3 of SSR 2009 Part-I and connection to earth test point all as specified and testing on completion.

submersible cable 10 Sqmm 3 core copper conductor 1100 Volts grade complete all as specified and directed.

GI wire (rope) 6 Sqmm, stranded including 'U' clamp for supporting cable and rope, complete all as specified and directed.

Galvanised steel tubing, 40 mm dia, medium grade, with all fittings & fixtures complete, laid in trenches and testing on completion all as specified and directed.

Galvanised steel tubing, 40 mm dia, medium grade, with all fittings & fixtures complete, fixed complete to walls and ceilings or laid in floors and testing on completion all as specified and directed.

Galvanised steel tubing, 100 mm dia, medium grade, with all fittings & fixtures complete, fixed complete to walls and ceilings or laid in floors and testing on completion all as specified and directed.

Galvanised steel tubing, 80 mm dia, medium grade, with all fittings & fixtures complete, fixed complete to walls and ceilings or laid in floors and testing on completion all as specified and directed.

Galvanised steel tubing, 65 mm dia, medium grade, with all fittings & fixtures complete, fixed complete to walls and ceilings or laid in floors and testing on completion all as specified and directed.

MS flange heavy duty, 12 mm thick suitable for 100 mm dia GI pipe including all necessary rubber gasket , nuts & bolts etc welding or securing properly with pipe by any suitable means complete all as specified and as directed by Engr-in-Charge.

MS flange heavy duty, 12 mm thick suitable for 80mm dia GI pipe including all necessary rubber gasket , nuts & bolts etc welding or securing properly with pipe by any suitable means complete all as specified and as directed by Engr-in-Charge.

Cutting of existing 100/80mm GI pipe line and jointing 100/80mm GI pipe by using CI Tee and flange of size 100/80mm all as specified and directed. Note : Cost of CI Specials like Tee and Flange will be paid seperately under respective items.

Cutting/ grooving on plinth/ wall/ verandah/ existing road/flor in any condition for laying of cable through pipe/GI pipe and making good the disturbed surface by using cement concrete 1:2:4 type B-0, using 12.50graded crushed stone aggregate as required complete all as directed.

Construction of Brick Masonry Valve Pit of sizes 900 x 900 x 1050mm , one Brick thick wall in cement mortar 1:4 on 100mm thick PCC 1:4:8 (40mm graded aggregate) in Foundation, Rendering 15mm thick internally and externally upto 150mm below GL, providing 3.15mm thick MS Sheet Valve Pit Cover, welded with 40X5mm Flat Iron Frame alround including provision of Hinges, Handle and Locking Arrangement and 40 x 40 x 6mm Angle Iron Frame fixed on Top of Valve Pit by means of Holdfast 150mm long, embedded in PCC 1:2:4 (20mm graded aggregate) Block of size 230 x 200 x 100 mm, applying two coats of Anti-corrosive Paint over a coat of Red Oxide Zinc Chrome Primer after preparation of all exposed to Steel Surfaces including necessary Earth Work in Soft/Loose Soil , complete all as specified and as directed.

Gun metal globe or gate valves (ISI-marked) with iron wheel head, screwed both ends for iron pipe 40 mm bore and fixed, all as specified.

Non return valve (NRV) (ISI-marked) with iron wheel head, screwed both ends for iron pipe 40mm bore and fixed ,all as specified.

Non return valve (NRV) (ISI-marked) with iron wheel head, screwed both ends for iron pipe 65mm bore and fixed ,all as specified.

Sand cushioning to protection of underground cables, laid 8 Cm before laying and 15 Cm after laying of cable, and punned to form an overall layer of 18 Cms thick, complete all as specified and directed Note: Punned thickness shall be measured.

Sub class ‘B brick, old size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning, with width equal to the length of the brick complete all as specified and directed.

GI pipe light grade of size 40 mm dia laid in trenches/ walls including clamps, screws etc, complete all as specified and directed.

XLPE insulated, armoured heavy duty, LT under ground, electric cable with aluminium conductor, 1100 volts grade, cross sectional area 10 Sqmm , 2core laid in trenches, passing through pipe/ ducts/ surface of wall ceiling etc including testing complete all as specified. Note:- Excavation & Earth work, cable cover and sand cushioning shall be measured and paid separetly.

XLPE insulated, armoured heavy duty, LT under ground, electric cable with aluminium conductor, 1100 volts grade, cross sectional area 95 Sqmm , 3.5core laid in trenches, passing through pipe/ ducts/ surface of wall ceiling etc including testing complete all as specified. Note:- Excavation & Earth work, cable cover and sand cushioning shall be measured and paid separetly.

XLPE insulated, armoured heavy duty, LT under ground, electric cable with aluminium conductor, 1100 volts grade, cross sectional area 50 Sqmm , 3.5core laid in trenches, passing through pipe/ ducts/ surface of wall ceiling etc including testing complete all as specified. Note:- Excavation & Earth work, cable cover and sand cushioning shall be measured and paid separetly.

XLPE insulated, armoured heavy duty, LT under ground, electric cable with aluminium conductor, 1100 volts grade, cross sectional area 25 Sqmm , 3.5core laid in trenches, passing through pipe/ ducts/ surface of wall ceiling etc including testing complete all as specified. Note:- Excavation & Earth work, cable cover and sand cushioning shall be measured and paid separetly.

XLPE insulated, armoured heavy duty, LT under ground, electric cable with aluminium conductor, 1100 volts grade, cross sectional area 16 Sqmm , 4core laid in trenches, passing through pipe/ ducts/ surface of wall ceiling etc including testing complete all as specified. Note:- Excavation & Earth work, cable cover and sand cushioning shall be measured and paid separetly.

Steel tubular swaged poles complete with base plate 8mm thick welded with pole, finial taper plug, bolt, nut and screws as specified type 410 SP-31 (9m long) including one coat of red-oxide zinc chrome primer and two coats of aluminium paint on surfaces exposed to view and making 30cm wide strips (total 5 Nos) with yellow and black paint alternately on external surface above PCC benching including numbering with black paint and painting with bituminous paint internally complete and externally for portion embedded in PCC , complete all as specified and directed. Note:- Earth work & excavation and PCC shall be measured and paid under respective Items of BOQ.

Supply and fixing SMC cable junction box of size 140x140x95mm suitable for street light/PTL, square type , weather proof , IP-54 including fixing of 10Amp MCB SP and clamps , nuts , bolts , washers suitable for fixing to pole/GI pipes including suitable arrangement for cable entry and exit with 2 run of 1.5 sqmm FRLS flexible cable laying through PVC conduit from junction box to street light fitting complete all as specified and directed by Engr-in-Charge

LED 35 W, Energy saving and environmental friendly long life LED street light made up of pressure die cast aluminium housing with acrylic cover as diffuser with IP66 protection and Impact resistance of IK07 complete fixed on pole/ wall with and including bracket made out of galvanised iron pipe 40mm dia, medium grade of length 1.50 metres with two clamps made out of mild steel flat 25x4 mm with nuts, bolts and washers complete accesseries including two coats of aluminium paint after preparation of surfaces including making connection with aluminium PVC insulated copper wire 2.5 sqmm as required at site and connecting the same to the cable with the help of the connector all as specfied and directed . Make:- Havells Cat Part No LHETBXU7PAIS035 or equivalent in makes mentioned in PS.

Supply, install, testing and commissioning of outdoor type factory assembled diesel driven generating set with silent (acoustic) enclosure with fully wired alternator AC for ambient conditionsto give output of 62.5 / 63 KVA (50 KW) (at an altitude of 1800 Metre above Mean sea level) continuous rating at power factor 0.8, 415 volts + 2.5% AC 3 phase, 4 wire, 50 Hz + 1 %, 1500 rpm directly coupled with diesel engine liquid cooled mounted on common base frame placed on & including PCC platform with floor mounted Fuel Tank of adequate capacity with fuel lines, anti vibration pads, standard control & AMF panels and other accessories etc complete all as specified & directed consisting of following :-

(A) Prime Mover (Diesel Engine) :- Adequate capacity diesel engine of standard design consist of direct injection type, turbo charged four stroke, liquid cooled technology conforming to BS 5514 and relevant IS suitable for prime duty generating set 62.5 KVA / 50 KW (at an altitude of 1800 Metre above Mean sea level), of suitable BHP @ 1500 RPM with multi cylinders to drive independently alternator as per site condition after generating and reducing power consumed by accessories, directly coupled through coupling having overload capacity of 10% for one hour in every 12 Hrs continuous running mounted on base frame with following salient features and standard accessories for safe handling & operation of engine as under:-

(a) The gen set should have capacity to run continously in variable load condition for unlimited hours and should also have a 110% load capacity of 01 hour in every 12 hours of operation. (b) Air System - Inlet & Exhaust comprising (i) Dry-type paper element air Cleaner (ii) Restriction Indicator / Vacuum Indicator (iii) Optimised Turbocharger (iv) Intake Manifold (v) Exhaust Manifold (vi) Silencer muffler and (vii) Stainless steel Exhaust Flexible coupling (c) Cooling System comprising (i) Radiator to suit ambient conditions (ii) Cooling system piping (iii) Thermostat (iv) Pressure cap (v) Coolant Inhibitor and (vi) Engine Driven Fan (d) Fuel System comprising (i) Fuel pump -Low pressure type (ii) Injectors (iii) Cartridge paper filters primary and secondary for Fuel (e) Governor :- Engine Electronic Governor for A1 governing of engine speed from No load to full load. (f) Lub Oil System :- (i) Plate Type lub oil cooler (ii) filters-lubrication oil.

(g) Electric Starting system comprising (i) Electrical starter - 12 Volts (ii) Engine driven battery charging alternator (iii) Cut Out and (iv) One No of 12 volts of 150 AH maintenance free battery with suitable connection terminals and leads for proper battery connection (h) Engine Monitoring, Protection and Diagnostics relay suitable to display following (i) Lub oil Pressure (ii) Coolant Temperature (iii) Engine Speed (iv) Hours Run (v) Battery Voltage, Battery charging voltage (vi) Fuel level in percentage, (vii) AC Voltage 3 phase (viii) Current RYB 3 phase (ix) Power Factor (x) Frequency (xi) KVA (xii) Kilowatt and suitable for (i) Start and Stop (ii) Common Shutdown (iii) High coolant temp warning and shutdown (iv) Low tube oil pressure warning and shutdown (v) Low fuel level shutdown (vi) Overspeed shutdown (vii) Alternator Protection (viii) Over voltage (ix) Under voltage (x) Over and under frequency (xi) Over current (j) Engine fitted with low lube oil pressure (LLOP) & high water temperature (HWT) Safety devices and also fitted with requisite temperature and pressure gauges.

(B) ALTERNATOR :- Self excited, self regulated screen protected drip proof type with Class 'H' Insulation Salient pole revolving field and electronic Automatic Voltage Regulator for voltage regulation of + 0.5% from No load to full load, standard enclosure 415 Volt 50 HZ 4 pole 62.5 KVA cap complete as per IS-13364-2 and conf to IS-4722 or BS 2613-1970 all as required or recommended by manufactrurer.

(E) Acoustic Enclosure (CANOPY) :- Shall conform to Central Pollution Control Board (CPCB) norms of 75 dBA at one metre under free field conditions, having air inlet louvers specially designed to operate at rated load even at ambient conditions on air inlet temperature,powder coated for long lasting service life and superior finish with UV resistant powder coating to with stand extreme environments, designed to have minimum ease for unloading & shifting , i.e with central lifting facility, rust free hardware made of stainless steel, Insulation material to meet IS:8183 specifications. (F) Fuel Tank :- Draw out type integral fuel tank made of MS sheet (duly painted) of capacity min 200 ltrs or as recommended by manufacturer with level indicator in ltrs, provided with drain plug and air vent / breather and inlet and outlet connections.

(G) Foundation :- Size and type of PCC platform for mounting DG Set and AMF Panel required to be constructed as per manufacturer's specification or as recommeded by Engr - in - Charge. (H) Arrangement of POL for testing of DG Set done by the contractor and rates deemed to be included in quoted rate. J) Spares and tools will be supplied by contractor.

Point wiring with copper conductor cable multistrand, PVC sheathed 1.5 Sqmm size(two run with colour code RYB) for one light point ,fan point, exhaust fan point,or bell point controlled by one switch including one run of 1.5 Sqmm (as continous earth wire Green)multistrand PVC casing and caping of suitable size and quality ISI marked,including all other required accessories as specified in preamable 1(a) to (q) of section 19 of SSR Part-II under heading 'point wiring' fixedon wall/ceiling including sunk cast iron terminal boxes grouting/flushing on wall for mounting fittings like switch,sockets etc covered with 3.00 mm thick plastic laminated sheet top cover of brick masonary/Stone masonary wall complete including cutting,chasing,pinning and making good the disturbed surface by using cement mortar 1:3 complete all as specified and directed by Engr-in-charge.,(Note:-the rate for concealed type point wiring shall deemed to include the cost of cutting,chasing in wall by using electric cutter and making good the disturbed surface of wall by providing cement plasterand matching the surface by white wash/colour wash all as per existing finishes complete).

All as per serial item No '142' above, but for one 3 pin 5 Amps socket outlet on the same board all as specified and directed.

Switch piano flush type, single pole, one way, 5 Amps, all as specified.

Switch Socket outlet, 3pin, , 6 amps flush type, all as specified.

Ceiling rose, 65 mm to 50 mm, two to three terminals, PVC/ Polycarbonate, insulated body fixed on PVC block, all as specified.

Sheet metal enclosures for DBs when MCBs to be used, single pole and neutral, 4 way, double door, 240 volts with 200 Amp rated bus bar completed all as specified.

MCB SP 6 to 32 Amp, 240 Volts, 10 KA all as specified.

MCB SPN 6-32 Amp, 240 Volts, 10 KA all as specified.

Basic all purpose surface and wall mounted LED tube light fitting integral type 1 x 20W, 230V, connector block etc complete with all accessories internally prewired and including connecting up with twin core twisted flexible copper conductor cable with suitable size tube light all as specified and directed. Havells Cat Part No LUMILINEPLUSBS20WLED865SPCS or equivalent in Bajaj/ CG/ Philips.

18 Watt LED 6500 K, Decorative ultra slim square profile LED lighting fixture with extruded polycarbonate, environmental friendly, energy efficient ready to use pack, including connecting up with twin core twisted flexible copper conductor cable with suitable size all as specified and directed .. Havells Cat Part No LHEXACP7PN1W018 or equivalent in Bajaj/ CG/ Philips.

10 Watt LED , Environmental friendly, ultra modern, energy saving, surface mounted, decorative oval bulk head edge-lit LED luminaire comprising of high brightness LEDs., including connecting up with twin core twisted flexible copper conductor cable with suitable size all as specified and directed Havells Cat Part No RUGBYNEONFT10WLED860SSYMTOPC or equivalent in Bajaj/ CG/ Philips.

Lamp holder, PVC/Polycarbonate type with back plate suitable for angular/ batten fittings including LED lamp, 10 watts complete all as specified & directed.

Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of plate not less than 1.5 metre below ground level, connecting to galvanised iron wire 4.0mm dia (as earth lead wire), by means of bolt, nuts, check nuts and washer of galvanised and earth wire protected by provision of galvanised iron pipe light grade, 15mm bore including provn of concrete pit in PCC (1:2:4), type B-I using 20mm graded crushed stone aggregates with 40mm thick precast cover of size 550 mm X 550 mm X 75 mm of RCC (1:2:4), type B-I, reinforced with XPM (weight not less than 4 kg/ Sqm) and frame of angle iron 25x25x3mm with lugs 2 Nos and with 6mm dia mild steel bar handle made to shape, galvanised iron medium grade 20mm bore pipe for watering perforated at bottom 1.75 metre long placed on top edge of earth plate, common salt and charcoal filling, test point made out of phosphorous bronze with fixing arrangement, funnel, wire mesh and including earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 metre, all as per electrical plate No. 3 of SSR 2009 Part-I and connection to earth test point all as specified and testing on completion.

Shifting/re-routing of LT steel tubular poles along with base plate, tapper plug including insulators , over head conductors complete excn and PCC, complete all as specified and directed by Engr-in-Charge. Note :- Pole brokened or damaged at the time of shifting the contractor is fully responsible and the brokened poles replaced with new one without any extra cost.

Supply install, testing and commissioning of factory built assembly of LT panel board outdoor type of size 0.5x 0.0.5 x 0.45 mtr CPRI approved mounted on angle iron stand and erected on PCC bed block of suitable size, totally enclosed cubicle type, powder coated fabricated from CRCA sheet 3.15 mm thick dust and vermin proof with neoprene rubber gasket and shall be suitable for operation on 440 volts, 3 phase, 4 wire, 50 cycles with copper bus bars 200 Amps capacity four strip of suitable size epoxy coated in conventional colour code including connection from MCCB (incoming) to panel board bus bar and bus bar to outgoing feeders with suitable size of copper cable and providing lugs, nuts, bolts with washers and insulating the same properly all as specified and comprising the following :- (a) MCCB 63 A, TPN - 01 No (incoming) (b) Phase indicator lamps RYB (set of three) - 01 Set

Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 36 of tender doucments.

surinder kumar jindal & bros.