SRMO roads, road side drains, parking and berms at Ind. Area Sultanpur Distt. Chamba (HP).

Amount

Scarifying the existing Bitumenous surface to a depth of 150mm and disposal of scarified material within all leads and lifts as per technical specification . By Mechanical means. including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Preparation of sub grade by dressing to camber, (earth work for cutting involved for sub grade to be paid for separetly)in all kinds of soil completed including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Consolidation of sub grade by dressing to camber, (earth work for cutting involved for sub grade to be paid for separetly)in all kinds of soil completed including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Excavation in dumped stones or mulba i/c staking of serviceable and unserviceable material separetaly & disposal of unserviceable material upto all leads disposed material to be neatly dressed including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing, laying,spreading and compacting grade stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer( Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub- base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density i/c lightining, barricading and maintenance of diversions,etc.as per technical specifications Clause 406. By mechanical means including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2, CC mix 1:1:2 (1cement :1sand:2 graded crushed tone agg. 20mm nominal size), trimix flooring conforming to IS :383, maximum size of coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and laying of interlocking concrete paver block ISI mark pavements(M-40) as per drawings and technical specification Clause 1504 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.. Coloured blocks red, yellow and grey. 80mm thick

Excavation in dumped stones or mulba i/c staking of serviceable and unserviceable material separetaly & disposal of unserviceable material upto all leads disposed material to be neatly dressed including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and laying cement conrete 1:4:8(1cement:4sand: 8graded stone aggregate 40mm nominal size) and curring complete exculding cost of form work in foundation and plinth including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Plain cement concrete M-10(1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawing and specification clause 1109.I/c form work complete including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and laying Cement concrete flooring in 1:2:4 (1cement : 2 sand : 4 graded stone aggregate 20mm nominal size) in sub-structure and curring complete including the cost of form work including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and laying Cement concrete 1:1.5:3 (1cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) in super structure and curring complete including the cost of form work . As per drawing and technical specifications clause 800, 1205.4 &1205.5 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing tor steel reinforcement for RCC work including bending binding and placing in position in all heights as including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and fixing of dual directional delinators made of dia 18 guage rectangular pipe of size 25x63mm and of length 600mm pipe stove enameled and baket to 120 c/power coated head made of ABC plastic rounded moulded with flat face, provided with high intensity prismatic reflectors of colour (white/red) of size 100 x 125 mm with addtional reflective strip 20mm wide make RS mark including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Single legged stop sign boards (900mm octagon) micro prismatic grade retre reflective board made out of 12mm thick aluminium or ACP sheet to be covered with micro prismatic grade retre reflective sheeting as per IRC standards, the back of aluminium sheet to be painted with epoxy paint of standard make, fixed to structural steel frame work of MS angle 25x25x3mm with nuts/bolts/rivets ensuring safety against removal of plates, fixed to one vertical post of 65x65x5mm anglehaving length of 1.80 mtr long complete including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

VISHAKH SOODAN

NADEEM ALI SHAH