Garhwal Mandal Vikas Nigam Limited Tender

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means

Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

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

Providing & fixing wood work in frames of false ceiling, partitions etc. sawn and fixed in position complete with Sal wood

Providing & fixing wood work in beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with Sal wood

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

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.

Providing and placing on terrace (at all floor levels) 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.

Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 25 mm nominal bore, 152mm long, weighing not less than 440 gms

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore

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. (25 mm nominal outer dia Pipes)

Providing and fixing of filter for water filtration system as per approved design and direction of Engineer Incharge, complete in all respect.

P/F of 25mm dia water sprinklars as per approved design and direction of Engineer Incharge, complete in all respect.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

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

Constructing masonry Chamber 60x60x75 cm cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 30x30x50 cm cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Construction of Prefabricated store building consisting of Guard Room, Loker Room, Store, Common Toilets including founadation, wall pannels doors & window, flooring, sanitary & electrical fixtures, painting work racks in store & locker, internal & external sanitary and water supply system etc complete in all respect and as per drawing, specification & direction of engineer Incharge.

Contruction of Prefabricated club house building consisting of Restaurant, kitchen, reception lounge excluding foundation, steel, structure & roofing but including cost of flooring, sanitary & electrical fixtures, kitchen slab, store racks, wall pannels, doors & windows, Painting works, internal & external sanitary and water supply system etc complete in all respect and as per drawing, specification & direction of engineer Incharge.

Supply and Installation of Biodigester (for 80 users a day) based on DRDO technology, comprising of 5000 lt capacity FRP bio digester tanks made by 8mm thick fibre glass sheets and 10,000 lt capacity Reed bed with aggregate, filter media and plantation complete in all respect as per drawings, specifications & direction of engineer Incharge.

Supply and Errection of factory fabricated wired metal clad dust and vermin proof floor mounting TPN switch pannel complete with following capacity MCCB, Change over switch, Isulators with instrument chamber etc complete in all respect. The instrument chamber shall be seperate and shall comprise of flush tile electronic/ digital meter, selecter switches for ammeter and voltmeter instrumen, fuse current transformer etc. The pannel shall have suitable capacity of electrolytic aluminium bus bar as per IS 8623 insulated with heat shrink sleeving and mounted on non hygroscopic support with detachable side covers and shall be suitable for extension on the sides. The job includes the grounting of the pannel. The pannel board shall be fabricated with CRCA seat with a minimum thickness of 1.6 mm/ 2.0 mm cubical type. Incummer - 100 Amp 4 pole 16 KA MCCB 1 No. Change over switch- 100Amp 4 Pole 3 No Out going - 100 Amp 4 pole MCB 3 No Out goint - 63 Amp 4 pole MCB 35 Sqmm 4 core PVC insulated armoured served sheethed cable from electric pole to energy meter.

ELECTRIFICATION WORK (SOLAR STREET & FLOOD LIGHT)

Providing and Laying of 1 no 10 Sqmm 4 core PVC Insulated and PVC Sheathed/XLPE Power Cable of 1.1 kv Grade of following Size direct in 750mm below Ground level Including Excavation and refilling the trunch etc as require but Exculuding Sand Cushioning and Protective Covering as per direction by E/I complete in all Respect.

Supply/ Installation of 20 W LED solar theft retardent standalone street lighting system having minimum initial luman output of 24 lumens . The luminerie must be having inbuilt bluetooth system for monitoring health condition through IOS and android have base mobile application of mobile phone with MPPT charge controler IP 66 protection. The solar lighting system should be having 75 WP PV module 12.8 V, 30 AH maintenance free Lifepo 4 battery (BIS approved cell) , 6mtr long MS galvanized tubular pole ( hot dip galvanized) and stainless steel nut and bolts complete in all respect.

Supply of aluminium conductor XL PE insulated cores laid up, PVC tape / extruded inner sheathed for multicore cable galvanized steel strip armouring extracted PVC pipe ST2 sheated 650/1100 V grade as per IS 7098 (part 1 )1988 10 sqmm 4 core complete in all respect.

S/ Erection of steel tubular pole 9mtr long designed 410 SP- 27 in 1:4:8 cement concrete foundation including excavation, back filling complete with making round pillar of 1 Mtr Circumfrence with painting of pole and pillar as per direction by E/I complete in all respect.

Supply / Errection of suitable size of iron channel on the top of the pole for holding flood lights including making hole for flood light and painting of iron channel as per direction by E/I complete in all respect.

Supply & Fixing of metal clad 100 amp 415 V 4 pole change over switch fixed on angle Iron frame complete with making connection complete in all respect.

S/F of metal clad 3 pole and nutral 100 amp 415 V HRC type switch fuse unit with HRC fuse fixed on angle Iron frame complete with making connection complete in all respect.

S/ Installation of 120 W 250 V LED street Light made up of pressure die cast housing with toughned glass and individual high power LEDs with secondry optices IP 66 protection and impact resistance of IKO 7 fixed on pole with bracket including painting of bracked complete in all respect.

S/Installation of energy saving enviornmental friendly long life exclusive innovative die cast aluminium IP 66 - 120 W 250 V flood light fixed on iron chanal top of pole (2 No in each pole) complete with making connection complete in all respect.