Unnao Shuklaganj Development Authority Tender

Providing and laying Cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone grit 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.SI-279b+Diff Rate/17-18 P.W.D

R.C.C. Work with cement approved coarse sand and 2 cm. (3/4") guage approved stone grit in the proportion of 1:1.5:3 in slab excluding supply of reinforcement and its binding 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 also including supply of all materials, labour and T & P etc. required for proper completion of the work. Binding wire cost being included in this Item. SI-284+Diff /Rate17-18 P.W.D

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. SI-504/17-18 P.W.D

First Class brick work in 1 : 4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.SI-305b/17-18 P.W.D

12 mm thick plaster with cement mortar in proportion of 1:3 cement and coarse sand SI-583/17-18 P.W.D

Extra for compaction of earth work in embankment under optimum moisture condition to give at least 95% provter desity (DAR-2016:16.2 based) P.W.D

Pumping out water caused by springs, tidal or river seepage , broken water mains or drains and the like.DAR-2016-14.23

Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401. For Grading I Material (GSB-I)A/RATE

Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, liying in uniform layer with paver in sub-base/base course on well perpared surface and compacting with vibratory roller to achieve the desired density. (as per Clause 406) A/RATE P.W.D

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxitracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by usingneedle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-incharge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paidseparately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately cement concrete prepared with batch mixing machine. DAR 2016- 16.43.1/17-18 P.W.D

Extra for providing and mixing hardening compound of approve Quality as per manufacturers specification in cement concrete DAR -2016-16.44 P.W.D

Providing and laying in position bitumen hot sealing compound for expansion joints etc. USING grade A sealing compound DAR 2016-16.46.1 A/RATE P.W.D

Providing and laying Rubber moulded Reflective Zigzag 80 mm thick tiles of precast compressed C.C. passing minimum 30 megapascle compressive strength. ISI Marked (in gray base) laid in required over 40mm thick compacted bed of local sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer, filling the joints with local sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per direction of Engineer-in-Charge. DAR-2016-A/RATE/17-18 P.W.D