Construction of District Secretariat Complex at Pasighat and Itanagar.(Sh- District Secretariat at Pasighat)

Amount

SH: Jungle clearance

Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

SH: Earth work

Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.

Removing mixed earth or rock slips including clearing the site within a lead of 50 m and upto.

Providing & Injecting Chemical emulsion for pre-construction ant termite treatment and erecting chemical barrier under floor and all round the column, pillars, walls, trenches, bank not excavated top surface of plinth, junction of wall & floor among the external parameter of building expansion joints surrounding of pipes and conduits etc complete.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

SH : Cement Concrete Work

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering an shuttering in: a) Foundations and plinth.

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.

Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls including attached buttresses, pilasters etc.

Providing and laying damp proof course 25 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size).

Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers.

SH : RCC Work

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.

b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

c) Lintels, beams, girders, bressumers and cantilevers etc.

d) Column, pillars, posts and struts etc.

e) Stairs (excluding landings) except spiral stair cases.

Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/ TMT steel.

SH :Brick Work

Brick work with best available local bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 fine sand).

Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.

Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.

Extra for half brick masonry in superstructure above plinth level and up to floor two level.

SH : Stone Work

Providing and laying stone Pitching in foundationcomplete as per drawing and Technical specifications A)Stone/Boulder.

SH : Wood Work

Providing supplying transporting fitting and fixing in original position as required in main gate, aluminium door frame / partitions with 6 mm thick modi brand clean glass pans, brass door handles, brass tower bolts and double action door lock with key as per direction of Engineer-in-Charge.

Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a) 40 mm thick including anodized aluminum butt hinges with necessary screws.

Providing and fixing MS safety hasp and staple with necessary screws etc complete. a) 150 mm

Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 x 16 mm

Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. a) 300 x 10 mm.

Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm

Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. b) Ornamental grill.

SH : Steel Work

Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.

Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.

Providing and fixing Steel Pipe railing 91 cm high made from Steel Pipe 50 mm nominal bore on top and bottom and Steel Pipe Flate 50 x 6 mm i/c vertical 20 mm dia Square bar hollow 8 cm centre to centre i/c cutting & grinding etc complete.

Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).

Providing and fixing T-iron frames for doors, windows and ventilators of MS Tee sections joints mitred and welded with 15 x 3 mm legs, 10 cm long embedded in cement concrete block 15 cm x 10 cm x 10 cm size of 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or bolt and nuts as required, including fixing of necessary butt hinges and screws and applying a priming coat of approved primer.

SH : Flooring

Providing and laying polished vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours, shades, laid on 20mm thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand) including grouting the joints with white cement and matching pigments etc, complete b) Size of Tiles 100 cm x 100 cm, 12 mm thick.

White glazed tiles 5mm thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.

Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete: a) Light shades using white cement polishing complete:

Granite stone flooring with 18 mm thick Granite stone (sample of Granite shall be approved by Engineer -in-charge ) over 20 mm ( average) thick base of cement mortor 1:4 ( 1 cement :4 coarse sand) laid and and jointed with grey cement slurry including rubbing and polishing complete with: 1)Granite best quality

SH : Roofing

Providing and fixing suspended false ceiling which consist of metal frame work with G.I. bottom precoated min. tee and cross tee making grid of size 600x600 with G.I. 10SQG/5MM thick wire i/c laying of Gypsum ltd. 595 x595 x 8 mm thick the work including.

Providing and fixing Polycarbonate sheet roofing 10 mm thick joined with standard 50 mm wide Aluminium channels (Top & Bottom) with rubber washers and G.I. Screws including Alluminium strips (25 mm x 3 mm ) wind tie on both sides of roofing and coloured GI Sheet ridging complete excluding the cost of purlins, rafters and trusses.

Supply and installation of AMF Thermatos star complete VT 15 mineral wool tile (made in Germany) of size 600 x 600 x 15 mm suspended by using properietary supplied suspension system to consist of 2 mm or 3 mm GI suspension rod/wire with adjustable Butterfly clips of 4 mm dia securely affixed to structural ceiling using 10 mm dia hook type anchor fastener. Ceiling suspension system to be fixed at interval (grid) of 1200 mm in both directions. Properietary supplied ceiling suspension system to consists of Main Runners @ 600 mm and joined by Cross Tees@ 600 mm to form overall grid opening of 600 mm * 600 mm centre to centre. Additional cross tees are to be placed where appropriate for light fixtures, AC diffusers etc.The grid will be 15 mm wide black reveal type. The main runners and cross tees to have click installation system. The Grid system shall be hot dipped galvanized steel sections, with exposed surfaces chemically cleaned and capped prefinished in high-gloss polyster enamel with two coat system on cold rolled steel.Tile specification : Tile type : Lay - in ceiling type 600 * 600 * 15 mm thickness. Edge Detail : Square Edge, Light Reflectance : upto 90% Humidity Resistance: 95% Colour : white similar to RAL 9010. Surface burning characterstics: Class1, BS 476:Part 7:1987 surface burning characterstics : Class1, BS 476: Part 7:1987, Classs A2 as per DIN 4102 Part 1.Thermal Conductivity: 0.052 - .057 W/mK, NRC = 0.70; CAC : 34 Db, Thickness/Weight : 15 mm 4 Kg/Sqm.

Supply and installation of Heradesign Superfine wood wool panel (Made in Austria) of size 1200 x 600 x 15 mm mounted on supplied GI Frame work consisting of basic profile, main profile & edge profile. The panel is covered with flame retardent fabric with PVC gripper. The wood wool panel will be back lined with 50 mm 24 Kg density glass wool. Tile specification: Tile description: Magnesite bonded wood wool acoustic panel with fibre width of 1 mm; 1200 * 600 * 15 mm thickness; Edge detail : Square Edge; Humidity Resistance:90%; Reaction to fire acc to EN 13501-1 B-s1,d0; NRC=0.90; Thickness/Weight : 15 mm 7.8 Kg/Sqm.

SH : Finishing

12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.

Applying wall putty two or more coats including rubbing with sand paper and finishing smoth wall as per directon of engineer incharge .

Applying one coat of cement primer of approved brand and manufacture on wall surface.

Applying one coat of distemper primer of approved brand and manufacture on wall surface.

Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.

Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.

Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.

Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.

Painting one or more coats with superior quality ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.

SH : Miscellaneous

Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).

SH : Drainage

Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/Aggrigate 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.

Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).

Water Supply

Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). b) 20 mm nominal bore.

Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc. (external work). a) 20 mm nominal bore.

b) 25 mm nominal bore.

c) 32 mm nominal bore.

d) 40 mm nominal bore.

Providing and fixing brass bib cock of approved quality. a) 20 mm nominal bore.

Providing and fixing brass stop cock of approved quality. b) 20 mm nominal bore

Providing and fixing brass full way valve with wheel of approved quality. a) 32 mm nominal bore.

b) 40 mm nominal bore.

Providing and fixing Sintex water Tank over top floor of building as per direction of Engineer-in-Charge.

SH : Sanitary

Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required. a) WC pan with white plastic seat and lid.

Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality

Providing and fixing 600 x 450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.

Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws.

Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm size.

Providing and fixing toilet paper holder.

Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia.

Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. a) 100 x 100 x 100 mm.

Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia

b) 75 mm dia

c) 50 mm dia

Providing and fixing kitchen sink including making all connection excluding cost of fittings. a) White glazed fire clay sink size 600x450x150 mm

Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap.

SH : Septic Tank and Soak Pit - 6 Nos

Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/ TMT steel.

Centring and shuttering including strutting, propping etc and removal of form work for : c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. a) 40 mm thick.

Neat cement punning

Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450mm internal dimensions

Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.

SH: Electrical Items

Proving 1.50 sqmm PVC insulated PVC single core copper conductor cable (91 meter per coil)

2.50 sqmm PVC insulated single core copper conductor cable

Proving 4.00 sqmm PVC insulated PVC single core copper conductor cable (91 meter per coil)

Providing black tape

Wooden Screw 1"

CFL Bulb 20W

Celing Rose

Hack saw blade ( 12 per packet ).

4' - 0", 40 w flouroscent light fitting with 40 w tube light.

Angle holder

Proving 0.75 sqmm PVC insulated PVC single core copper conductor cable (91 meter per coil)

Proving 10.00 sqmm PVC insulated PVC single core copper conductor cable (91 meter per coil)

Proving 0.75 sqmm PVC insulated Twin core copper conductor cable (91 meter per coil)

Proving 10.00 sqmm PVC insulated PVC two core almunium armaad cable

Proving 50.00 sqmm PVC insulated PVC four core almunium armaad cable

Proving 120.00 sqmm PVC insulated PVC four core almunium armaad cable

A. C. Ceiling fan 1400 mm sweep complete with regulator etc as required.

10 Amp Socket

10 Amp P/Type switch

20 Amp Socket

20 Amp P/Type switch

Switch blank plate

Electronic Fan Regulator

MCB (Metal) Double door DB - 24 way

Modular (metal) Box - 2M

Modular (metal) Box - 2M Cover plate

Modular (metal) Box - 6M

Modular (metal) Box - 6M Cover plate

Modular (metal) Box - 16M

Modular (metal) Box - 16M Cover plate

Modular (metal) Box - 18M

Modular (metal) Box - 18M Cover plate

10 AMP single pole MCB.

20 AMP single pole MCB.

32 AMP single pole MCB.

100 AMP MCB TPN

Fan Box

PVC round pipe - 1" (Heavy)

PVC bend - 1" (Heavy)

Copper Plate - 2' x 2'

Earthing copper strips 1"

LED round ceiling light - 12 W

LED Street light - 150 W

Exhaust fan

Main panel board

Main switch - 400 Amp

Change over - 400 Amp

Busbar - 400 Amp

Gate light (round type)

Consealed Wiring for light Fan point/3 pin 5 amp/15 amp socket out let with 5 sqmm/2.5 sqmm/4 sqmm and 6 sqmm PVC copper/Al. wire i/c earthing and connection etc as required. The work is to be carried out by a qualified wire man ( job work only ).

Transformer-11000/440V-250 KVA, Channel, Insulator, GO, DO, lighting arrester etc.

New 11 kv line on 9.00 mtr. long steel tubular pole of 410 SP-32 on 6/1/2.59 sqmm ACSR conductor.

New 3Ph 5 Wire LT line on 7.5 mtr. long steel tubular pole of 410 SP-09 on 6/1/2.11 sqmm ACSR conductor.

External service connection charges

Providing, supplying and fixing A.C. 1.5 Tonne Capacity i/c stablizer and wiring etc complete.

Passenger lift ( for 12 persons capacity)

SH : Storm water drain

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I Ordinary soil A Manual Means (i) upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

SH : Parking area

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (i) for grading- I Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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. A-By manual means a) Grading-III, using screening type - B(11.20mm agg ).

Providing and laying 80 mm thick factory made cement concerte interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of course sand, filling the joint with coarse sand etc. all complete as per the direction of Engineer-in- charge.

SH :- Foot path = 1.25 km

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (i) for grading- I Material

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Providing and laying 80 mm thick factory made cement concerte interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of course sand, filling the joint with coarse sand etc. all complete as per the direction of Engineer-in- charge.

SH : Approach road Jungle cutting (0.500 km)

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stackin of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

Embankment (RRL)- 0.500 km

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2).

PAVEMENT Construction of sub grade - 0.50 km

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Granular Sub-Base Course - 0.500 km

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (i) for grading- I Material

(WBM - II - 8.75 m width)- 0.500 km

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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. A-By manual means a) Grading-II, (using screening type -A (13.2 mm agg).

(WBM - III - 7.00 m width) - 0.50 km)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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. A-By manual means a) Grading-III, (using screening type -B,(11.20 mm agg).

(Bitumenous Concrete - 7.00 m width)- 0.50 km

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom).

Bituminous Concrete (Providing and laying bituminous concrete with 100- 120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) (i) for Grading-I ( 13 mm nominal size )

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) (i) Case - I : Type As.)

SH : Retaining Wall (4 mtr Height) - 60.37 Mtr.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil A) Manual Means - Upto 3 m depth

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications B) Coursed rubble masonry (first sort )

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

SH: RCC Slab culvert 6.00 mtr span - 1 No.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil (A) Manual Means - Upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A) PCC Grade M15 Height upto 5m

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

RCC Box culvert - 1.50 m X 1.50 m - 1No.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (i) Ordinary soil (A) Manual Means - Upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

CC Drain (661.42 mtr)

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I Ordinary soil A Manual Means (i) upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

M/S Agam Constructions