Public Works Department Tender

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (one hundred milimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1206.6. 614, 709. including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying Reinforced cement concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 1404.4 including curring complete and carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Coursed rubble masonry (2nd sort) work in cement mortar 1:4 (one cement : four coarse sand) in foundation complete as per drawing & technical specification clause 702,704,1202 & 1204 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Supplying and fitting and placing TMT bar reinforcedment in sub structure complete as per drawing and technical specification clause 1001 and 1206 complete with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Excavation in earth work in excavation for structures in all heights and depths all kind of soil including saturated soil comprising of pick, , jumper, blasting work both in soft and hard rock with chiseling/ wedging out of rock (where blasting is prohibite) and their causes it shall be removed by suitble diversion, pumping and bailling in out and the excavation shall be kept dry whereever so required by the contractor at his own cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawings and dirction of Engineer-in Charge and transportation soil to roadway and then disposing off surplus excavated earth in required width of road or on approved dumping site including its stacking levelling and dressing in all leads and lifts throuth all modes or transportation including head load animal load of mechanical mean or incidental to complete the work as per technical specifications clause 305.1 All useful material, such as stones, shingles, aggregate and states shall be sorted out and stacked along road sides to the maximum possible extent in all leads lifts through all modes of transportation. Any loss to the public and private property during the coursde of exection of disposal of serviceable and unseviceable material which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( One cement : Two sand ) but excavation,protection work,back fillilng, concrete and masonary work in head walls and paraplets clause 1108. Including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying Reinforced cement concerete M-15 grade 5th kilometre stone/ local stone of standard design as per IRC : 8/26 fixing in position including painting and printing etc. as per drawing and specification clause 1703. with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and erecting Direction and place indentification signs more than 0.9 sqm (ziro point nine Square Metre) size board of semi reflective sign boards as per IRC:67 made of 2 mm (two millimetre) thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm (seventy millimetre) width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 (fourty seven into fourty seven into twelve millimetre) SWG Square tube of 3050 mm ( three thousand fifty millimetre) height duly strengthened by 25 mm x 5 mm ( twenty five into five millimetre) M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm (four hundred fifty into four hundred fifty into six hundred millimetre ) below ground level as per approved drawing and Technical Specification Clause 1701 Size (0.60X0.60=0.54 Sqm) 10.230 * 0.54 = 5.52 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying 450 mm dia (four hundred fifty millimetre) cement concrete pipe NP2 (burried conducts) for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand ) but excavation,protection work,back fillilng, concrete and masonary work in head walls and paraplets clause 1101 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying cement concerete grade M-15 in sub structure complete as per drawing and specification clause 802, 804, 805, 806, 807, 1202, 1206 & 1604 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge

Supplying and fitting and placing TMT bar reinforcedment in super structure complete as per drawing and technical specification clause 1001 and 1401.4 complete with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm (Two thousand millimetre) as per drawing and technical specifications Clauses 1404.3.4 & 1404.3.3 including curring complete and carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying Reinforced cement concerete M-15 grade 200 metre (Two hundred metre) stone/ local stone of standard design as per IRC : 26 fixing in position including finishing and lettering but excluding painting etc. as per drawing and specification clause 1703. with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Random rubble Stone masonry in cement mortar 1:6 (one cement : six sand) for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing laying spreading and compacting stone aggregate of 63mm to 45mm (sixty three millimetre to fourty five millimetre) size to water bond macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstices of course aggregate watering and compacting to the required density Grading –II as per tech. specification clause 405 By manual mean including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3(one cement : three sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete 1:5:10 (One cement : five sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. complete with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Drainage spouts complete as per drawing and technical specification clause 1404.5 including curring complete and carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete P.C.C nominal mix 1:3:6 (one cement : three sand : six graded stone aggregated) 40 mm (Forty millimetre) aggregates including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and Laying P.C.C. M 15 ordinary grade in levelling course below approach slab complete as per drawing and technical specifications Clauses 1404.4 including curring complete and carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Construction of granular sub-base by providing well graded material grading-I spreading in uniform layers with Tractor mount 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. Including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and Laying concrete for plain/reinforced concrete M 20 in bed block in sub structure complete as per drawing and technical specification clause 1206 section 800 complete with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement subgrade construction as per Technical Specification Clause 303 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying Reinforced cement concerete M-15 grade kilometre stone/ local stone of standard design as per IRC : 8 fixing in position including painting and printing etc. as per drawing and specification clause 1703. with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm (one point five millimetre) thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12mm (fourty seven into fourty seven into twelve millimetre) SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, (four hundred fifty into four hundred fifty into six hundred millimetre ) 600mm (six hundred millimetre) below ground level as per approved drawing Clause 1701.2.2 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying bituminous concrete with 60-80 TPH batch type hot mix plant producing an average output of 50 (fifty) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent (five point four to five point six) of 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. 509 complete in all respects. Including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203 in cement concrete 1:4:8 (one cement: four sand : eight graded stone aggregate) 40mm (fourty millimetre) nominal size including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Excavation in soil in Hilly area by mechinical /Manual means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2 and as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. The recovery of useful stone quantity 3921.07 cum (Three thousand nine hundred twenty one point zero seven cubic metre) @ 300/- per cum (three hundred) amounting to Rs:- 11,76,321/- (eleven lakh seventy six thousand three hundred twenty one) only shall be done on prorata data basis in each running bill for this item including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and erecting Direction and place indentification signs up to 0.9 sqm (ziro point nine Square Metre) size board of semi reflective sign boards as per IRC:67 made of 2 mm (two millimetre) thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm (seventy millimetre) width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 (fourty seven into fourty seven into twelve millimetre) SWG Square tube of 3050 mm ( three thousand fifty millimetre) height duly strengthened by 25 mm x 5 mm ( twenty five into five millimetre) M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm (four hundred fifty into four hundred fifty into six hundred millimetre ) below ground level as per approved drawing and Technical Specification Clause 1701 Size (0.60X0.60=0.54 Sqm) 10.230 * 0.54 = 5.52 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg./sqm using mechanical means as per Technical Specification Clause 502. Including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and Laying concrete for plain/reinforced concrete M 20 in open foundations complete as per drawing and technical specification clause 1206 section 800 complete with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying concrete for plain/reinforced concrete 1:6:12 (one cement: six sand: twelve graded stone aggregate) 40 mm (fourty millimetre) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1206.3 and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and Laying cement concrete wearing course M-30 grade including reinforcecement complete as per drawing and technical specification clause 1404.2.2 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 By mechanical means. Including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

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 (forty three) grade cement or any other type as per Clause 1501.2.2 M30 (M-thirty) (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 (zero point two) cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 (one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), 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 etc including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.