NAGAR PALIKA PARISHAD SWAR KE WARD NO-03 WA 21 ME MUSAWWAR KHAN KI DUKAN SE JAMEEL SAIFI WA TAHIR WAKEEL KE MAKAN TAK CC MARG EWAM NALI KA NIRMAN KARYE.

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 for road

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 M30 (Grade), 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 perdrawing), 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 obridge/culvert and construction joints, admixtures as approved, curing ofconcrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade asper drawing and Technical Specification Clause 1501 for road

Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 both side

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 base for drain

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Grade M20 1-upper layer on base drain 2-One side drain (Home side) 3-Two side of drain (carriage way side) 4-Drain Cover

Supply Fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002,1005,1010,1202 1-10mm dia in base horizental 120mm c/c 2-10mm dia. in Side wall horizental 120mm c/c 3-U Bar 10mm dia @150mm c/c 4-Drain cover 12mm dia Cross Reinforcement @150mm c/c 5-Drain cover 12mm dia both side top & bottom @150mm c/c

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (1:4) S.I-305 1-Cross Repair 2-Under Drain wall

Earth work in cutting or in embankment in ordinary soil, Excavation to be in the regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20cm .layers ,including ramming and dessing the surface to required levels & slopes & also including 1.50 Lift &30m lead. The Earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer in charge 2km cartage.