Construction of CC road and drain from Kallu house to Tehsil Gate on Mo Shastri Nagar PWD Road

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

Providing & Laying cement concreet in 1:5:10 40mm gauge stone ballast etc. As per DSR 4.1.10

Construction of granular sub base by providind well graded material spreading in uniform layer with mortar grader on prepared surface , mixed by mix in place mathod with rotavator at OMC , and compaction with smooth wheel roller to achive the desierd dencity complete as per technical specification clause 401.

Ist class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. DSR-6.1.1

Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit etc. As per DSR (4.1.3)

12mm cement plaster of mix: 1:4 (1cement:4coarsesand) AS PER DSR 13.4.1

Neat cement punning as per DSR 13.18

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) .As per DSR 5.2.2

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification as per MORD 1500