Relocation of Existing shops of Chowk Bazar to Dhubi Ghat for Creating assets by Re-Construction of Tezpur Chowk Bazar at Tezpur under CIDF

Amount

Civil works

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand).

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

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.

Brick work 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 in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.1 1:3 (1 cement: 3 fine sand)

12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.1 1:3 (1 cement: 3 fine sand)

White washing with lime to give an even shade: 13.37.1 New work (three or more coats)

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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

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

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.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. .63 mm thick with zinc coating not less than 275 gm/ m² sqm 978.00

Ridging

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

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/layin----------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

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 3008.80

Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) : 12.24.1 Natural colour insulating board 12 mm thick sqm 774.15

Electrification-External

11/0.433 KV, 250 KVA DTR(4 star) alluminium wound-BIS Level-2

GI SP 66 Pole

9.75 mtr PSC pole

GI 11 kv T Cross Arm

11KV DO fuse 150 Amps

12KV LA9KA, polymer, Station type

11 KV GOAB Switch 400 Amp

GI Channel(100x50x6X2200)mm

GI angle(50x50x6)mm

11KV Disc Insulator, 70KN(Porcelain), T&C tye

Hardware fitting for Disc insulator B&S 70kN, Tension type

GI Earth pipe 50 mm dia 3 mtr

Control Cable 10 core single strand 2.5 sq.mm

11 KV XLPE cable 1 core, 120 sq.mm (Alluminium) Armoured

GI nuts and Bolts with washer

Bimetallic lug- 120 sqmm

11KV pin insulator(Polymeric)

GI WIRE 8 SWG

GI pole clamp

GI Strip 25x3 mm for earthing

GI Strip 50x6 mm for neutral earthing

11 KV 1CX120 Sq. mm. AAAC Covered conductor

11kv combined CTPT set

H.T. Trivector energy meter

H.T. Trivector energy Meter Cabinet

1.1 KV LT overhead ABC 3CX95 Sqmm +1 CX70 Sqmm

1.1 KV LT underground Al. Ar. 3CX 300 Sq mm

LT PVC Cable 2 CX 6 Sq. Mm

DTR Cubicle for 250 KVA DTR

LT Stay Set

I hook

Psc pole 7.5 meter

Suspension clamp for ABC cable

Insulating piercing connector for 95 sq. Mm cable

Distribution box for ABC cable

LT Guy insulator

Sundry Materials

Grouting and Mufflering of steel pole

Grouting and Muffleringof 9.75 mtr PSC pole with PCC

Transformer pad as per specification

Grouting and Muffleringof 7.5 mtr PSC pole with PCC

DTR fencing as per specification

Grouting of stay set

Shifting of 224 Nos of Single Phase meter from original Chowk Bazar to Dhobi Ghat New Location (to be paid to APDCL)

Satatutory Payment to be made to APDCL (Supervision Charge)

Electrification-Internal

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed Medium class PVC conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.. Group A

Supplying and fixing of following sizes medium class PVC Conduit 20mm

Supplying and fixing of following Piano type Switch 5/6 amp Switch

3 Pin Socket

Supplying and fixing 3 Pin 5 Amp ceiling rose

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit ( Thickness not less than 2mm) as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Supplying and fixing following way, single pole and neutral, sheet steel, pre wired MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way, double door

Supplying and fixing, Single pole 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing 5 A to 32 A rating,Double pole 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as required.

EARTHING Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.

Providing & fixing of Earthing with GI earth plate 600mm x 600mm x 6mm thick including accessories and providing masonry enclosure with coverplate having locking arrangement and watering pipe of 2.7 mtrs long etc with charcoal / coke and salt as required.

External Drainage

Fertile topsoil to be stockpiled and reused Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

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

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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) In Base

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

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

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse agg. and fine agg. 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.. All works up to Plinth level; Concrete of M25 grade with minimum cement content of 330 kg /cum

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) In Side Wall

External Plaster:Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster

UMTANG TIMUNG