Strengthening of Saharanpur Nagal Lakhnoor Sidki Jhabrera road (MDR) from km 1 to 13 (500) and widening and strengthening of road from 13 (500) to 18 (100) in Saharanpur district.

Amount

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. and lead upto 30M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. S.I. No. 251 (a)

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Clause 406B

Providing laying spereading and graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base / subgrade and compacting with the road roller to achieve the desired density. (as per HQ Lucknow)

Providing and applying tack coat with bitumen using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Clause 503(i)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. GR-I

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.GR- II

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler clause No. 507B complete in all respects.GR- II

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (5.0 Km cartage) clause No. 253(a) + 261 (b)

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No.-281(A)

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No.-279(b)

M-150 Brick Work in 1:3 (One cement & three coarse sand) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work S.I. No.-307 Chapter-6

Supply and Laying of 350 mm. Dia NP-3 Hume pipe with RCC coller in proper alignment and slop jointing with cement and jute including cost of all materail labour T&P etc. with proper completion of work as per directed by Engineer incharge.

Supply and Laying of 450 mm. Dia NP-3 Hume pipe with RCC coller in proper alignment and slop jointing with cement and jute including cost of all materail labour T&P etc. with proper completion of work as per directed by Engineer incharge.

Supply and Laying of 600 mm. Dia NP-3 Hume pipe with RCC coller in proper alignment and slop jointing with cement and jute including cost of all materail labour T&P etc. with proper completion of work as per directed by Engineer incharge.

Supply and Laying of 1000 mm. Dia NP-3 Hume pipe with RCC coller in proper alignment and slop jointing with cement and jute including cost of all materail labour T&P etc. with proper completion of work as per directed by Engineer incharge.

R.C.C. Raft foundation and footing with 4 cm. gauge stone ballast. But with CC 3:1½:1 excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. (S.I. No. 287(a)

R.C.C. well and slab 2 cm. gauge stone ballast. But with CC 3:1½:1 excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. (S.I. No. 284(a)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications as [er IS Code 1600 and 2300

J S S Infratech

amit kumar contractor

M/S CHAUDHARY ASSOCIATES

M/S SHIVA ASSOCIATES

SHARMA CONSTRUCTION PROJECT PVT LTD

M/S SHANTI ASSOCIATES