BUWAPUR BHANEPUR BAKSEDA UPRAUDA SITALPUR HOTE HUWE VEERAPUR GOMTI NO 40 KAMLA NAGAR MARG KA SESEH BHAG KA CHAUDIKARAN EWAM SUDRIKARAN KA KARYA

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (without cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge.

Construction of embankment with approved material obtained from Roadway Cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge.

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, complete in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge.

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, complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge.

Construction of unreinforced, plain cement Concreet Pavment, thikcness 15cm, overa prepared sub base, with43 grade cemment or any other typeas per M30 coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregates not exceeding 25mm, mixed in a concrete mixer of not less than 0..2cum capacity and appropriate weigh batcher using approved mixed design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 mm icron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing), spreading the concrete with shovels, raes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joint, curing of concrete slab for 14 days using curing comppound(where specified) and water finishing lines and grade as per drawings complete in all respects as per Technical Specification Clause 1501 & as per direction of Engineer in-charge.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work. As per MORTH Specification No 304 & as per direction of Engineer-in-charge.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2100 & as per direction of Engineer-in-charge.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge.

Pointing with cement mortar (1:3 ) on brick work in substructure Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge.

Plastering with cement mortar (1:3 ) on brick work in sub-structure Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge.

S/l of 63-45 mm stone ballast in apron (hand packed) & top finished inclg cost of material labour T&P etc complete as per direction of Engineer-in-charge.

S/l of 350 mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2900 & as per direction of Engineer-in-charge.

S/l of 600 mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2900 & as per direction of Engineer-in-charge.

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