Up-gradation of Growth Centre, Barpeta

Earth Filling- Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

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

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

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

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :

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

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. (b) In proportion 1:4.

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

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

Columns, pillars ,posts & strut

12 mm Cement plaster of mix a) In cement mortar 1:4

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

Applying priming coats with primer of approved brand and manufacture, having low VOC( Volatile Organic Compound) content. With water thinable cement primer on wall surface having VOC content less than 50 grams/litre

Gate- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil

Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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 20 mm nominal size).

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).

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

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement prime

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

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

Applying priming coatWith ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete On steel work

APPORACH AND INTERNAL ROAD- Construction of Subgrade and Earthen Shoulders(Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Granular Sub-Base with well graded material(Table 400-1) (B) By Mix in Place Method Construction of Granular Sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator with OMC and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401(Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) For Grading I Material

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 in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5.0 km ) A) By Manual Means (I) For grading –II (b) Using Screening Type-A (13.2mm Agg.)

(II) For grading –III (c) Using Screening Type-B (11.2mm Agg.)

Providing and laying interlocking concrete block pavement (ICBP) conforming to IS: 15658-2006 including all lead and lift complete as per technical specification and directed. (a) 100 mm thick interlocking precast blocks having compressive strength 50 N/ sq.m

Providing and laying M-40 grade cement concrete edge block/ edge restraints complete asper technical specification clause 1504.

RCC DRAIN- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil.

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 20 mm nominal size).

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)

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

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in positon cement concrete of specified grade excluding the cost of centering and shutttering - All work up to plinth level: a) In Prop. 1 cement : 3 Sand : 6 Coarse agg. by volume

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

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)

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

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

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

15 mm Cement plaster on the rough side of single or half brick wall mix 1:6 ( 1 cement : 6 fine sand)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

CONSTRUCTION OF 11 KV & 3 PHASE LT LINE- GI Steel Tubular Pole, SP-66

11KV Danger Plate

11 KV 'T' Cross Arm (GI) with angle size 50x50x6mm

Galvanized Channel Cross Arm (100x50x6x2200) mm

Composite Polymeric 11 kV Pin Insulator (5 KN) FRP 24mm

Composite Polymeric 11 kV Disc Insulator (70 KN) with H/W Fitting(T&C)

ACSR Raccon Conductor

Al Bimatellic Wire

Tension Clamp for Raccon ACSR

3Cx120 + 1Cx95sqmm (Meassenger cum neutral)

Cable tie

Anchor Clamp Wedge Type LT ABC as per NFC Standard

Suspension Clamp

Eye Hook for anchor & suspension Clamp

Pole Clamp of GI Flat 50x6mm

Cable End Caps for AB Cables

ASA Disbribution box with pre-fitted lug for 250A 3 Ph 10 connectors with spring loaded Busbar system for service connection.

Steel strap for installing DB size 20mm x 1m long

Buckle for steel strap for DB fixing

10 Sq.mm AL PVC Cable per Distribution Box

Insulating piercing connector IPC P2x95 for DB charging as per NFC

Insulating piercing connector IPC P2x95 for ABC to ABC TEE connection as per NFC Std.

Insulated crimping type midspan joint (set contains 5 nos. ferrules as per cable) as per NFC std.

GI Earth Pipe, 50mm dia, 3 Mtr. Length

GI Wire 8 SWG for earthing

HT Stay Set

GI Stay Wire, 7/10 SWG

GI Nuts & Bolts with Washers (assorted)

LT Danger Plate

11KV Danger Plate

Transportation & Storage Charges Rs. 86606.39

Grouting & Mufflering of Steel Tubular Pole SP-22

Grouting of Stay Set with PCC and Boulder

Supervision Charge amount payable to APDCL Rs. 51865.22

Solart Street Lights- SEMI-Integrated (Two in One) / Integrated LED SolarStreet Light: LED Luminary rating 30 Watt,100 Wp 12 Volt Solar Panel, LiFePO4 Lithium FerroPhosphate Battery with 30 Ah Capacity, 12 Volt, 2000 Charge/Discharge Cycle,PWM with Auto Dusk-to-Dawn ON/OFF, Die Cast Aluminium enclosure with IP 66 rating along with 20 ft GI Tubular Pole (76mm round) and galvanised mounting accesories including 3 years comprehensive onsite warranty ((Make- LUMINOUS, Waaree, Phylips, Crompton, Bajaj or Equivalent)