Construction of Road cum drain at Gopinagar colony W No 10 North Lakhimpur

Amount

Construction of Sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth ). a) from Private land

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 at OMC, and compacting with vibratory roller to achieve the desired density, (II) Using Grading II material

Providing laying spreading and compacting stone aggreagate of specific size to WBM specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled steel roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials By manual means For Grading-II material using screening type-B (11.20mm Agg.)

Cement concrete Pavement (Construction of un-reinforced, dowel jointed, Plain cement concrete Pavement over a prepared Sub-basewith 43 grade cement @400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggreagate not exceeding 25mm, mixed in a batching and mixing plant as per approved mixed design, transported to the site, laid with a fixed form or slop form paver, spead, compacted and finished in a continuous operation including provision of contraction....

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide C1:1701.2.3 fixed over aluminium shuting 1.5mm thick properly design foundation of M-15 grade cement concrete 450mmx450mmx600mm as per specification (ii) 60cm equilateral triangle

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide C1:1701.2.3 fixed over aluminium shuting 1.5mm thick properly design foundation of M-15 grade cement concrete 450mmx450mmx600mm as per specification (iii) 60cm Circular

Providing and erecting direction and place indentification retro-reflectrorised sign as per IRC:67 made of encapsulated lens type aluminium sheeting, 2mm thick with area exceeding 0.9Sq.m fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 2 nos., firmly fixed to the ground by means of properly design foundation with M-15 ............ (All the steel TATA/SAIL/or any other approved brand)

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 2.8.1:- All kinds of soil.

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5:- 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.1:- Mild steel and Medium Tensile steel bars

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1:- Foundations, footings, bases of columns, etc. for mass concrete

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)

Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick

Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with

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

M/s Pawan Rathi

Bishnu Protim Bora

M/S NORTHERN GASES

SRI PABAN kUMAR DOLEY