Upgradation of Verinag Town roads

Amount

Dismentalling

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead. 1:3:6 or richer mix

Felling trees of Girth (measured at a height of 1 m above ground level) including cutting and branches , removing the roots and stacking of servicable material and disposal of unservicable material.

Beyond 30 cm girth upto and including 60 cm

Beyond 60 cm girth upto and including 120 cm

Protection Work

Earth work in excavation in all kinds of soil by mechanical means in foundation trenches, not exceeding 1.5 mtr in width or 10 sqm on plan including all leads and lifts and getting out excavated soil and disposal of surplus soil as directed complete.

Providing and laying of stone solling (dully hand packed) including watering and ramming with all carriages loading un-loading and stcking etc complete job.

Providing and laying in position cement concrete 1:4:8(1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size crushed) excluding the cost of centring and shuttering. All work up to Plinth level, including cost and carriage of all material complete.

Providing and laying in position cement concrete 1:3:6(1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size crushed) excluding the cost of centring and shuttering. All work up to Plinth level, including cost and carriage of all material complete.

Centring and shuttering including strutting, propping etc. & removal of from work for cement concrete work .

Foundations

Walls (Any Thickness)

Supply/Filling of Nallah Muck including spreading in layers, ramming, watering and consolidation with PRR including carriage of same from approved source up to site of work complete.

Construction of Kacha packa stone massionary Work

Random Rubble masonry with hard stone from quarry including levelling up with cement concrete 1:6:12(1 cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) with Cement mortar 1:6(1 cement:6 coarse sand) including cost and carriage of all material involved complete.

Dry rubble masonry with hard stone in foundation and plinth using quarry stone with bond stones including cost and carriage of all materials involved complete.

Construction of Cement Concrete Drain

Earth work in excavation in all kinds of soil by mechanical means in foundation trenches, not exceeding 1.5 mtr in width or 10 sqm on plan including all leads and lifts and getting out excavated soil and disposal of surplus soil as directed complete

Providing and laying of stone solling (dully hand packed) including watering and ramming with all carriages loading un-loading and stcking etc complete job.

Providing and laying in position cement concrete 1:4:8(1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size crushed) excluding the cost of centring and shuttering. All work up to Plinth level, including cost and carriage of all material complete.

Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) including cost and carriage of all material involved complete.

Centring and shuttering including strutting, propping etc. & removal of from work for Foundation footings.

Cement concrete flooring 1:2:4 (1 cement: 2 Course sand: 4 graded stone aggregate) finished with floating coat of neat cement including cement slurry but excluding the cost of noising of steps etc. complete 50 mm thick with 20 mm nominal size stone aggregate crushed. Including cost and carriage of all material involved complete.

Construction of RCC Culverts.

Earth work in excavation in all kinds of soil by mechanical means in foundation trenches, not exceeding 1.5 mtr in width or 10 sqm on plan including all leads and lifts and getting out excavated soil and disposal of surplus soil as directed complete

Providing and laying of stone solling (dully hand packed) including watering and ramming with all carriages loading un-loading and stcking etc complete job.

Providing and laying in position cement concrete 1:4:8(1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size crushed) excluding the cost of centring and shuttering. All work up to Plinth level, including cost and carriage of all material complete.

Providing and laying in Position reinforced cement concrete 1:1.5:3(1 Cement: 1.5 course sand: 3 graded stone aggregate 20 mm nominal size crushed) excluding the cost of centring, shuttering, finishing and reinforcement all work up to plinth level including cost and carriage of all materials involved complete.

Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete thermo mechanically treated bars including cost and carriage / leads and lifts of all material involved complete job.

Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) including cost and carriage of all material involved complete.

Centring and shuttering including strutting, propping etc. & removal of from work for Concrete Work

Fondations

Walls,Abutts

Suspended Floors

Edges of Slab

Supply/Filling of Nallah Muck including spreading in layers, ramming, watering and consolidation with PRR including carriage of same from approved source up to site of work complete.

Laying of RCC Pipes as X-Darainage.

Providng and Laying of RCC Spun Pipes (S&S) in proper position/grade including excavation of trunches refilling of excavted material got from excavation over pipes as cushion including cost and carriage of pipes complete.

900 mm dia

600 mm dia

375 mm dia

300 mm dia

Pavments (Upgradation).

Earth work in surface excavation not exceeding 30 cm in depth but excd .1.5 m MTR in width as well as 10SQM on plain incld. Disposal of excavated earth upto 1 m from cutting edge lift upto 1.5 m disposed earth to be levelled and neatly dressed ( All kinds of soil).

Supply/Filling of Nallah Muck including spreading in layers, ramming, watering and consolidation with PRR including carriage of same from approved source up to site of work complete.

Supply and stccking of graded stone aggregate at site of size range 63 mm to 45 mm including cost and carriage of material involved.

Supply and stacking of stone screening / chippings at site 13.2 mm nominal size Type- A.including cost and carriage of material involved.

Supply and stacking of stone dust at site including cost and carriage of material involved.

Laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. Complete. Base course with stone aggregate 63 mm to 45 mm size including stone screening 13.2 mm size.

Scarifying metalled road surface including disposal of rubbish lead upto 50 m and consolidation of aggregates received from scarifying with power road roller 80 to 10 tonne capacity.

Providing, laying, spreading and compacting graded stone aggregate (Size range 53mm- 0.075mm) to wet mix macadam specification included premixing the material with water at OMC in mechanical mixing plant, transporting the mixed material by mechanical transport from the plant up to site of work, laying the mixed material in uniform layers with mechanical paver finisher on well prepared surface and compacting the same with vibratory roller of 8 to 10 tonn capacity to achieve the desired density/compaction as per specifications and directions of Engineer In-charge including cost and carriage of all material, hire charges of machinery, all taxes etc. complete.

Providing and applying of tack coat using hot straight run bitumen of grade VG-10 @ 0.75 kgs/sqm (on WMM/WBM surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications, including cost and carriage of material involved up to site of work complete.

Providing and laying 50 mm thick bituminous macadam base course with stone aggregate of quality, size and grading as specified in CPWD specifications and bitumen of VG-10 grade @ 3.3% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting the mixed material from plant up to site of work and laying the mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density, including cost and carriage of all material, hire charges of machinery, all taxes etc. complete.

Providing/Laying 25 mm thick(compacted) semidense bituminous concrete surface using crushed stone aggregate of specified grading as per specification and bitumen of grade VG-10 @ 5% by weight of total mix including hot mixing of stone aggregate and the bitumen in hot mix plant, transporting the mixed material from plant site by mechanical transport up to site of work, laying the mixed material with paver finisher to required level and grade and rolling with road roller as per MORTH specifications to achieve the desired compaction/density including cost and carriage of all material, hire charges of machinery, all taxes etc. complete.

Providing and laying of 6 mm thick seal coat of premixed fine aggregate(passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 Kg of bitumen of grade VG -10 per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface(0.768 Kg of bitumen per sqm of road surface) including hot mixing of fine aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by mechanical transport up to the site of work, laying the mixed material with paver finisher to required level and grade rolling with road roller to achieve desired compaction including cost and carriage of all the material hire charges of machinery and all taxes etc. complete.

Development of Berms

Supply and Laying of queery muck on mixed with stone aggeregates including watering, dressing, rolling with Power road roller 8 to 10 tonne capacity including carriage of same from approved source up to site of work complete.

M/S MUZAFFAR AHMAD RATHER

M/s Unique Costructions

Valley Road Construction Co