Construction of Degree College at Jugalsalai, East Singhbhum District.

Amount

Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I.

Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B)

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

Providing coarse clean sand in filling in foundation trenches or in plinth including thick with all leads and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted voume)

Providing designation 75b work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

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 seting of concrete , improve workabillty without impairing strenth and durabilty as per direction of E/I. Note-Cement content considered in this item is @ 330kg /cum. Excess/less cement used as per design mix is payble/recoverable separately).

All work up to plinth level

All work above plinth level upto floor V level

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Providing 25mm thick Damp Proof Course with cement concrete M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips of 20mm to 6mm size graded and clean course sand of F.M. 2.5 to 3 including screening, shuttering and mixing cement concrete in mixer with 5% cicio or any other approved water proffing compound and placing in position, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

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

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

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases

Foundations, footings, bases of columns, etc. for mass concrete Weather shade, Chajjas, corbels etc., including edges

S/F 35mm thick solid core type non-decorative single leaf flush door and windows with black board core banded with high quality phenol formaldehydes synthetic resin both side commercial veneered of standard make with oxidized iron fittings such as hinges, sliding door bolts tower bolts, handles or rings hooks and eyes, cleats sand block as per schedule taxes and royalty all complete as per building and direction of E/I.

Supplying, fitting & fixing 35mm thick solid core type non-decorative double leaf flush shutter in doors and windows with black board core blended with high quality phenol formal dehyde synthetic resin both side commercial veneeres of standard makew with oxidised iron fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I.

Providing plain M.S. reinforcement of 6mm dia roads as per approved design and drawing excluding carriage of M.S. roads (Straight or in coils) to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL

Providing Tor steel reinforcement of 10mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL

Providing Tor steel reinforcement of 12mm to 32dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL

S/F M.S. grill made of 20 x 6mm M.S. flat as per approved design and drawing, properly fabricated with joints continous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction ofE/I. (Where materials is not supplied by the deptt.)

Providing and fixing fan hook of 16mm dia TMT M.S. bar I meter long bent to required size and shape placed in position and fixed in RCC slab/beam at the time of casting all complete as per building specification and direction of E/I.

S/F local make collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2mm at 100mm centers and braced with M.S. flat disgonal 30 x 3mm, with top and bottom rails of T iron 40 x 40 x 6mm with 38mm dia steel pulleys complete with bolts nuts locking arrangements steppers handles including applying a priming coat of red lead paint carriage hoisting and taxes all complete as per building specification and direction of E/I.

Providing designation 75b one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I.

Providing 12mm thick cement plaster (1:6) -with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I.

Plaster up to 1 st Floor

Plaster in 2 nd Floor

Plaster in 3 rd Floor

Providing 6mm thick cement plaster (1:4) in ceiling with coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I.

Providing 1.5mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I.

Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastrered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.

Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt including scales, smokes, grease and sand preparing, including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing 250mm wide brick drain in cement mortar (1:6) with as. 150mm clear depth and 250mm apron including cost of earthwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I.

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 bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth.

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood - 50 x 20 mm

Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foamsheet, mitred at corners and joined with 2 Nos of 150 mm long bracketsof 15x15 mm M.S. square tube, the vertical door frame profiles to bereinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frameto be fixed to the wall using M.S. screws of 65/100 mm size, complete asper manufacturer’s specification and direction of Engineerin-Charge

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike- plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge:

Profile C - Fixing with adjustable lugs with split end tail to each jamb

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use ofchequered plate wherever required, all complete

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 mm thick

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete

Providing and laying Double Charge vitrified floor tiles in Different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS 15622/ISO 13006, of approved make , in all colour and shades laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointed with grey cement [email protected] kg /sqm including grouting the joints with white cement and matching pigment etc.Size of tiles 600x600mm

Making Khurrah Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

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.110mm

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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.

Single T without door - 11omm

Providing P.V.C bend 110mm

Providing P.V.C shoe 110mm

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.Cllip 110mm

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm overand including priming coat of exterior primer applied @ 2.20kg/ 10 sqm)

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. sqm 89.65

Providing and laying 60mm thick factory made cement concrete interlockingpaver block of M -30 grade made by block making machine with strongvibratory compaction, of approved size, design & shape, laid in requiredcolour and pattern over and including 50mm thick compacted bed of coarsesand, filling the joints with fine sand etc. all complete as perthe direction of Engineer-in-charge.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion - Powder coated aluminium (minimum thickness of powdercoating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) - Powder coated aluminium (minimum thickness of powdercoating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 4.0 mm thickness

With float glass panes of 5.5mm thickness

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge,With stainless steel cover plate minimum 1.25 mmthickness

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5mm depth and 5 mm width

Providing and fixing 100mm brass locks (best make of approvedquality) for aluminium doors including necessary cutting and makinggood etc. complete.

Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer- in-charge.Powder coated minimum thickness 50 micron aluminium

Providing and laying water proofing treatment in sunken portion of W.C.'s, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: a) First layer of slurry of cement @0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with curing for 48 hours. The rate includes preperation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry (Work should be Done by Registered Applicator of B.S.F., Sikka ,Fosrok,Pidilite With 10 year Gurantee.)

Water proofing for old and New Roof slab:- Providing and laying water proofing treatment on roof slab by applying two Component, factory E/I.

Covering of treated surface with PCC:- Providing 25mm thick Cement concrete M-20 (1:1.5:3) maintaing slope in alternate 2 Mtr. X 2Mtr. Panels with approved quality of stone chips of 20mm to 6mm Size graded and cleaned sand of F.M. 2.5 to 3 including screening.E/I.

Providing and filling of 6mm thick Groove between 25mm PCC panels with Polysuplhide sealant (Poring Grade) as per drawing and techinical speicifcation and direction of E/I.

Supply & Fixing shaliltex board( for use as expainsion joint I.S.1838-1938 filter )

Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions.

The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)Roof Joint of 150 mm gap

Bricks Lead = 1 k+7 P(8km)

Fly Ash Brick - 15km

Sand lead = 10 km

Stone chips lead = 22 km

Stone metal lead = 22 km

Local Sand lead = 3km

Point Wiring in PVC Conduit, with Modular type Switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with modular type switch, modular plate, suitable size GI box and earthing the point etc as required.Group C

Twin Control Point Wiring in PVC Conduit, with Modular type Switch: Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, 2 way modular type switch, modular plate, suitable size GI box and earthing the point with 1.5 sq mm. FR PVC insulated copper conductor single core cable etc as required

Power Plug Wiring in PVC conduit(2x4 sq. mm): Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit alongwith 1 number 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.

Circuit / Sub-main wiring in PVC Conduit: Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required.

2x1.5 Sqmm + 1x1.5 sqmm earth wire

2x2.5 Sqmm + 1x2.5 sqmm earth wire

4x6 Sqmm + 2x6 sqmm earth wire

4x10Sqmm + 2x10sqmm earth wire

S/F Modular type switch socket - Supplying and fixing following modular type switch/socket on the existing modular plate and switch box including connection but excluding modular plate etc. as required

5/6 amps, one way switch

5/6 amps, 3 pin socket outlet

S/F Modular type electronic fan regulator: Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required.

S/F Light plug Point with Modular type accessories: Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc as required.

S/F Power plug Point with Modular type accessories: Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch connection, painting etc as required.

S/F Ceiling Rose: Supplying and fixing 2 pin ceiling rose on the existing junction box/ wooen block including connection etc as required. Make :- Anchor / Kona / Kany

S/F Batten / Angle Holder: Supplying and fixing batten / angle holder including connection etc as required.

ITC Ceiling Fan :- Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (Up to 30 cm) with 1.5 sq. mm. FRPVC insulated,copper conductor,single core cable etc, as required.

ITC Exhaust Fan upto 450 mm sweep: installation of exhaust fan upto 450 mm sweep in the existing opening, including making the hole to cut the size of the above fan, making good the damage, including connection, testing, commissioning etc as required.

Supplying and Fixing TPN MCB DB: Supplying and Fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder including painting, earthing etc. as required( without MCB/RCCB/ISOLATOR). Make :- Havells / Standard / indoasian.4 Way ,(4+12 ), double door Horizontal type

S/F 'C' series SP MCB: Supplying and fixing 240 volts, 'C' series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Make :- Havells / Indoasian / Standard.6/32A Single Pole

S/F four pole MCB isolator - Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioining etc. as required

G.I. earth plate electrode - Earthing with G.I. earth plate 600mm 600mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required (with charcoal or coke and salt)

S/L 8 SWG copper wire:- Supply and fixing 8 SWG cpper wire at 0.50 metere below ground level for coductor earth electrode including soldering etc. as required.

P/F G.I. lightning conductor finial - Providing and fixing of lightning conductor finial, made of 25mm dia 300mm long, G.I. tube, having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required.

Reverting sweating and soldering of copper/ GI tape ( with other copper GI tape of the finial or any other metallic object) as required

P/F G.I. lightning conductor tape in horizontal run - Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run)

P/F G.I. lightning conductor tape in vertical run - Provding and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run)

MV cable laying upto 120 sq.mm. in ground - Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm. but not exceeding 120 sq.mm. direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

Providing and fixing of XLPE insulated, aluminium armoured cable including termination. Make:- Havells / Finolex / Polycab

3.5X70 mm2, 1.1kV

3.5X120mm2, 1.1kV

Supply 15 / 16 LED bulb (essential) in existing angle holder. (Make :- Philips / Bajaj /Wipro).

Supply of 48" 1200mm ceiling fan

Supply of 12" 300mm metal exhaust fan

Supply and fixing of LED batten (20/22W) as instructed by E/I

Supply of LED Street light (45/48W)

Supply, Installation testing and Commissioning of Silent type Diesel Generating Set at 0.8 PF, 415 Volts, 50 cycles per second, 1500 rpm, 3 phase, suitable for parallel operation / PLC based synchronization, 0.85 load factor including circuit breaker for isolation, sound proof acoustic and weather proof enclosure, residential type silencer (as per CPCB norms-2) fabricated out of CRCA sheet of 16 SWG thickness with 9 tank pretreated before powder coating with ventillation system complete in all respects comprising of the following.

Diesel Engine -

Diesel Engine suitable for driving alternator of above rating, compression ignition, 4 stroke cycle, Radiator cooled, turbo charged, battery starting, 1500 RPM, suitable for above output of alternator at 40oC, 50% RH & at 210 M MSL and confirming to BS 5514, BS 649, IS 10000, capable of taking 10% overloading for one hour after 12 hrs of prime continuous loading, complete with all the accessories i.e. tachometer with hour meter, flexible coupling with guard, crank case of steel, crank shaft, conncting rods, electronic governing system, dynamically balanced flywheel, air intake manifold, Air cleaner, anti vibration pads, starter motor, including all other accessories required to complete the system.

Instrument Panel - Engine mounted Instrument Panel fitted with and having digital display for followings :

Start stop switch with key

Water temperature indication

Lubrication oil pressure indication.

Lubrication oil temperature indication.

Battery charging indication

RPM indication

Over speed indication

Low Lube oil trip indication

Engine hours indication

Alternator -

Synchronous Alternator of above capacity at 0.8 PF, 3 phase, 415 volts, 50 cycles, 4 wire, 1500 RPM, suitable for operation at 40 deg C, 50% RH & at 210 meter above MSL, capable of taking 10% overlioading for one hour after 12 hrs of prime continuous loading, brushless, self excited, self regulated through AVR, continuous duty confirming to IS 4722, BS 2613 suitable for tropical conditions, class H insulation, including terminal box suitable for bus duct termination / cable termination as required.

Note : - Alternator should have with all other accessories as per specified in Technical specfications.

Provision of installation of CT's before star point for Differential protection scheme. (DG sets for 1010 KVA only)

6 nos of 1600 / 5 A CT's of PS class of suitable knee point voltage, magnetizing current & resistance.(3 CT's should be installed before star point of alternator) & 1 No. 800 / 5A CL-5P10 (DG sets for 1010 KVA only)

Base Frame - Both the engine and alternator shall be mounted on suitable base frame made of MS channel which shall be installed on cement concrete foundation and vibration isolating arrangement as per recommendations of manufacturer.

Microprocessor based Power command controller (P.C.- 3.3 Jakson or equivalent) suitable for auto / manual synchronization & auto load sharing.

Inbuilt Fuel tank of standard capacity complete with inlet and outlet connections, oil indication gauge, drain plug, air breather, fuel transfer system for automatic fuel refilling system with pump, piping, valves, level indicators etc. complete.

Daily service Fuel tank of 990 liters capacity fabricated out of 2 mm thick MS sheet complete with inlet and outlet connections, oil indication gauge, drain plug, air breather, provision for fuel transfer system, level indicators and all standard accessories etc. as required.

Exhaust Silencer - Exhaust manifold with residential silencer.

The D G set should be supplied with required hardware for external PLC based auto synchronization, auto load sharing, auto load management system.

Starting system - 24 Volt DC starting system comprising of starter motors : voltage regulator and arrangement for initial excitation complete with 12/24 Volts suitable nos. lead acid type batteries of suitable AH.

Ventillation System - Arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air into the atmosphere as per standard specifications.

TRANSFORMER

Design, manufacture, supply, installation, testing and commissioning of out door type copper wound transformer continuously rated for 3Ph 50 Hz at full load rating the transformer should have oil immersed winding having vector group DY-11, HT side connected in star with neutral brought out connected to provide separate earthing. The transformer shall have power terminal arrangement bushing / cable end box on HT side and cable end box on LT side. 1600 KVA, 11 KV /0.415 KV, 3 phase, 6.25 % impedance, 50 Nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the Transformer. The transformer should have following standard as per amended IS specification and the load * no load losses shall be limited to the values given below or as per IS 2026 and latest IS-1180 or Norms issued by SEB which ever are Lower.

Oil Conservator with filling hole with cap and plain oil level gauge.

Silica gel dehydrating breather charged with silica gel.

Oil drain Valve

Oil Filter Valve

Lifting eyes / Hooks

Two earthing Terminals

Diagram and rating plate

Air Vent

Explosion Vent

100 mm dia thermo meter with thermometer pocket

Four bi directional plain roller

Buchholz relay

Resistance Temp detector

Marshalling box

Automatic Voltage Regulator ( AVR)

Remote Tap Changing controller ( RTCC)

Transformer 11000/433 volts with on load Tap changer -15% to +5% in steps of 1.25% with RTCC, AVR and marshalling box and other specification as per BIS Level-2

WATER SUPPLY & SANITATION WORK

Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I.( Vertical type)

Vertical - 25 mm dia

Vertical - 32 mm dia

Cutting chhajja or corince for laying G.I. pipe and restoring the same with R.C.C. (1:2:4) brick work in cement mortor (1:4) as per specification and direction of E/I.

Making holes in walls for laying G.I. pipe and restoring the same after pipe laying as per specification and direction of E/I.

125 mm thick wall

250 mm thick wall

Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/I.

Mirror (450 x 300mm)

soap Dish container

Supplying, fitting and fixing viterous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'P' trap 15 liters C.I. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings C.I. or C.C. brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of viterous white glazed earthenware ware footrest to be fixed than 50 gms, 15mm PVC connection pipe 450mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. 580mm long - With 12.5 lit. low level PVC cistern

Supplying, fitting and fixing 40mm highb viterous white glazed earthen E.W.C. with 'P' trap of parry hindustan or any other approved I.S.S. make including supplying and fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fitting with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stope cock of approved quality weight not less than 450 grams 15mm PVC alkathene pipe 45cm. long with brass coupling at both ends and white/black plastic soild state seal and lead of commander/cuckoo or other I.S.S. make with hinges or screws etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide priming all complete as per specification and direction of E/I.

Witl, "P" trap - 12.5 liters low level P.V.C. cistern

Supplying, fitting and fixing flat back or angular, lipped front viterous white glazed earthen ware urinal of Hindustan 'Parry' or any other approved I.S.S. make with 5 litres capacity C.i. automatic flusing cistern of reliance for any other I.S.S. approved make with all fittings with C.I. or R.S. brackets, standard size G.I. flush pipe with fitting clamps, 15mm C.I. body brass spindle stop cock of approved quality weight not less than 400 grams, 15mm PVC/Alkthene pipe 450mm longwith brass coupling at both ends and doing plumber joints including priming coat of red oxide, cutting wall and floor making good the same etc. all complete as per specification and direction of E/I.

Flat back or standard corner (600mm x 350mm)

Earth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of exacavted earth within initial lead and sizes of R.C.C. spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/I.60x 0.450 x 0.600

Lbour for alying, fitting and fixing NP2 R.C.C. spun pipe with colars in lines, level and grade and providing approved jointing materials and joints properly filled to make them leakproof including providing sight rails, bonning rod, night guard, Red light and barrier etc. all complet as per specification and direction of E/I.150mm dia R.C.C. spun pipe

Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600 x 450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475mm G.I. Cover with frame (weight not leaa than 36 kg) alongwith earth work in exacavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I.

Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.

Supplying NP2 R.C.C. hume pipe with colour as work site as per direction of E/I. 150mm dia

Special type C.P. Bath room Fitting for V.I.P.Buildings(JAL, Jaquar, Mark or Equivalent)

bib cock long thread V.I.P

Angular Stop Cock

TELEPHONE SHOWER

Paper holder V.I.P.

towel rail 24 "

soap dish

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require.White Vitreous China Wash basin size 630x450 mm with apair of 15 mm C.P. brass pillar taps

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board - 610x510 mm bowl depth 200 mm

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

25 mm nominal outer dia Pipes

32 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge

15 mm nominal outer dia Pipes

20 mm nominal outer dia Pipes

Providing and fixing PTMT grating of approved quality and colour.

C.P. Gratings

Circular type - 100mm dia

Circular type - 125 mm dia

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5

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 fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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.

Single tee with door - 75x75x75 mm

Single tee with door - 110x110x110 mm

Single tee without door - 75x75x75 mm

Single tee without door - 110x110x110 mm

Bend 87.5° - 75 mm bend

Bend 87.5° - 110 mm bend

HYDT: Cost of Drilling 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site.

(a) From 0.00 M to 50.00 M below G.L.

(b) From 51.0 M to125.00 M

(c) From126.0 M to150.00 M

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

Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp

Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HP

Supply fitting and fixing of standered make starter pannel Board with arrangement of all necsssury protection including all taxes ,royalty etc all complete job as per direction of E/I.

Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I.

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.50 mm nominal outer dia Pipes

Earth Work in excavation in Foundation Trenches in Ordinary soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I

Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

Providing P.C.C. M - 75 with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of 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 the Engineer - in - charge. NOTE- (1) 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

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantileversevers

Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts

Providing Tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL))

Providing Tor steel reinforcement of 10mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL))

Providing Tor steel reinforcement of 12mm. to 32mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL))

Providing designation 100A brick work with flyash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints costs of screening materials, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 100A brick work with flyash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I.

Supplying, fitting and fixing good quality, well dressed and well seasoned Sal wood work in choukhat in doors, windows, skylights, fanlights and C/W celestial window openings, including wedge over all clamps complete includingapplicationof two coatsof wood preservativeof approved quality on the surface butting walls and lintels all completeas per building specificationand direction of E/I

Supplying, fitting and fixing 35mm thick solid core type decorative single leaf flush door shutter with one sides teak decorative and another side commercial veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with Aluminium fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/l.

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36KGto 80KGand door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of E/I.

Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of E/I.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l.

CEMENTS (UPTO 5KM LEAD)

SAND (UPTO 36 KM LEAD)

CHIPS (UPTO 18 KM LEAD)

Metal (UPTO 18 KM LEAD)

STEEL (UPTO 5KM LEAD)

BRICKS (UPTO 32KM LEAD)

Earthwork in exacavation in foundation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume).

Providing designation 75A work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ)

Providing Tor steel reinforcement of 8mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL & TATA STeel)

Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I.

Providing 1.5mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I.

Labour for laying, fitting and fixing NP2 R.C.C. spu pipe with colars in lines, level and grade and providing approved jointing materials and joints properly filled to make them leak, proof including providing sight rails, bonning rod, night guard, Red light and barrier etc. all complete as per specification and direction of E/I. 150mm dia RCC spun pipe - Upto 3.0 metre depth of invert below G.L.

Supplying NP2 R.C.C. hume pipe with colour as work site as per direction of E/I.150mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 100 mm nominal size dia

Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for allleads & lifts, all complete as per direction of Engineer-in-charge

Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mmto 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge

DT : Basic rates for 125/115mm dia drilled Tube-well for drilling in all kinds of soil and rock for installation of hand pump with DTH rig Machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125/115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and direction of E/I.. (Basic Rates) Drilling upto 30 mtr. Depth below G.L. in Rural Area

Bricks Lead =(8km)

Sand lead =10 km

Stone chips lead = 22 km

Stone metal lead = 22 km

Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shurbs all complete as per approved design building specification and direction of E/I.

Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

Providing designation 75Bwork in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Providing Tor steel reinforcement of 10mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel)

Providing Toe steel reinforcement of 10mm to 32 dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel)

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I

Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of E/I.

Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.

Bricks Lead = (1 K+7 P)8 km

SAND av.LEAD 10 K.M

Stone chips lead = 22 km

Local Sand lead = 3km

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A0 and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

Providing designation 75B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)

Centering and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Providing Tor steel reinforcement of 8mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL & TATA STeel)

Providing Tor steel reinforcement of 10mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL & TATA STeel)

Providing Tor steel reinforcement of 12mm dia to 32 dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL & TATA STeel)

Providing designation 75B one brick flat soling joints fitted with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of E/I.

Bricks Lead = 1 k+7 P(8km)

Sand lead = 10 km

Stone chips lead = 22 km

Local Sand lead = 3km

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use ofchequered plate wherever required, all complete

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

Providing P.C.C. M - 750 with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 all complete as per building specification and direction of E/l.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing Tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL))

Providing Tor steel reinforcement of 12mm. to 32mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL))

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing P.C.C. M-75with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade - III (50 mm to 25mm size) clean coarse sand of F.M 2.5 to 3 including screening, shuttering,mixing cement concrete in mixer and placing in position vibrating, skirting, curing, taxes and royalty all complete all complete as per building specification and direction of Engineer-incharge.

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

By Manual Means

Grading- I (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Crushable type such as Moorum or Gravel (with Vibratory Roller)

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

CEMENTS (UPTO 5KM LEAD)

SAND (UPTO 36 KM LEAD)

CHIPS (UPTO 18 KM LEAD)

STEEL (UPTO 5KM LEAD)

Excavation in soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (excavation for roadwork in soil with hydraulic excavtor of 0.9 cum bucket capacity including sutting and loading in tippers, trimming bottom and side slopes, in accordance with reuirements of lines, grades and cross sections, and transporitng to the embankement location within all lifts and lead upto 1000m)

Including Royalty @ Rs. 24.00 per cum, cost of watering, rolling & compaction.

Filling in foundation trenches and plinth in layers not exceeding 1.50 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5m. Al.

Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking at site dump manure from approved source, including carriage up to 1.0 km (manure measured in stacks will be reduced by 8% for payment)

Screened through sieve of IS designation 20 mm

Screened through sieve of IS designation 16 mm

Screened through sieve of IS designation 4.75 mm

Supplying and stacking of well decayed cow dung manure at site including royalty and carriage up to 1.0 km (cow dung manure measured in stacks will reduced by 8% for Payment)

Fine dressing of the ground

Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-in-charge

Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately).

Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)

Holes 1.2 m diameter and 1.2 m deep

Holes 90 cm diameter and 90 cm deep

Holes 60 cm diameter and 60 cm deep

Holes 45 cm diameter and 45 cm deep

Azadirachta Indica

Alstonia scholaris

Ficus benjamina

Bauhinia purpurea

Callistemon lanceolatus

Cassia javanica

Delonix regia

Cassia fistula

Plumeria alba

Plumeria rubra

Mangifera Indica

Phyllanthus emblica

foxtail palm

Buddha belly bamboo

Clerodendrum inerme

Ficus panda

Ficus benjamina Starlight

Gardenia jasminoides

Golden duranta

Hamelia patens

Hibiscus rosa-sinensis

Raphis excelsa

Tecoma gaudichaudi

TMC dwarf

Alternanthera red

Chlorophytum comosum

Jatropha

Sprenger's asparagus

Syngonium podophyllum

Tradescantia pallida

Cynodon dactylon

Non Schedule items

ELECTRICAL WORK

Supplying, installation, testing and commissioning of cubical type MV Panel made out of 14 SWG sheet steel, totally enclosed IP-54 protection, free standing, floor mounted dust and vermin proof, indoor type compartmentalized powder coated of approved shade after antirust treatment (with min seven tanks ) suitable with busbar interconnection with suitable size of copper lead/solid Aluminium strips, control circuits & bottom base channel of MS section not less than 50mmx50mmx5mm (thick), Fabrication shall be done in transportable section ,entire panel shall have a common earth busbar at rear with 2 nos earth stud cable alleys, cable gland plates in two half as required as per single line diagram & specification enclosed with the following switchgears.

INCOMER:-

250 A,50 KA, MCCB -1 no.

1 Set phase indication lights (R, Y, B)

1 No. Volt Meter (digital type) with inbuilt VSS & control fuses.

1 No. Ammeter (digital type) with inbuilt ASS ,Copper BUSBAR CHAMBER:-

300amp 415 V heavy duty three phase with neutral bus bar chamber.Outgoing

160 A,35 KA, MCCB -3 no.

DP MCB 32 A. (4 Nos.)

Supplying, installation, testing and commissioning of cubical type MV Panel made out of 14 SWG sheet steel, totally enclosed IP-54 protection, free standing, floor mounted dust and vermin proof, indoor type compartmentalized powder coated of approved shade after antirust treatment (with min seven tanks ) suitable with busbar interconnection with suitable size of copper lead/solid Aluminium strips, control circuits & bottom base channel of MS section not less than 50mmx50mmx5mm (thick), Fabrication shall be done in transportable section ,entire panel shall have a common earth busbar at rear with 2 nos earth stud cable alleys, cable gland plates in two half as required as per single line diagram & specification enclosed with the following switchgears.

INCOMER:-

160A,35 KA, MCCB -1 no.

1 Set phase indication lights (R, Y, B)

1 No. Volt Meter (digital type) with inbuilt VSS & control fuses.

1 No. Ammeter (digital type) with inbuilt ASS

Copper BUSBAR CHAMBER:-Outgoing

4 pole MCCB 40 A,16 kA with fixed thermal magnetic setting. 5Nos.

4 pole MCCB 40 A,16 kA with fixed thermal magnetic setting.2Nos.

DP MCB 32 A. (4 Nos.)

Add 18% GST

Add 1% Labour cess 1%

NIRANJAN RAI