Panchayat Raj Engineering Department Tender

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (4th Revision) for footings

Vibrated cement concrete M 20 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (4th Revision) for footings.

Vibrated cement concrete M 20 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (4th Revision) for Sub structure

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge. - for For Bed blocks & Backing walls

Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge. For Super structure - for Deck Slab

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (4th Revision) for Levelling course below approach slab.

Vibrated reinforced cement concrete M.30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing, excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (4th Revision) and as directed by the Engineer-in-Charge for Approach slab.

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (4th Revision) and as directed by the Engineer-in-Charge for wearing coat over Deck slab.

Providing HYSD bars (Fe-415) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (4th revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (4th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (4th revision) and as per I.S.1786 of 1985 for foundations of R.C.C items.

Rough stone revetment using rough stone of not less than 300 mm size and quarry spall including cost and conveyance of all materials to site and labour charges for packing the stones for revetment (Excluding seignorage charges) etc., complete for finished item of work as per MoRT&H specification 2504 ( 4th revision ) and as directed by the Engineer-in-Charge .

Back filling behind Abutments with carted gravel including cost and conveyance and of all materials to site (Excluding seignorage charges) etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (4th Revision) and as per Drawing and technical specifications for finished item of work

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to athickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal seignorage charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (4th Revision) for finished item of work.

Providing weep holes in Brick Masonry/Plain/Reinforced concrete Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure with a slope of about 1V : 20H towards drawing face etc., complete as per drawing and Technical specification- MoRT&H specification 2706 & 2200 (4th Revision) ( As per Data communicated vide Circular Memo No. D&P/Bridge work estimates/Non SSR Items/rates/2009-1 Dt 13-08-09 of the Chief Engineer (P&B), Designs & Planning wing,) Hyderabad.

Supply and fixing of Drainage Spouts complete as per drawing and Technical specification No. 2705. (As per Data communicated vide Circular Memo No. D&P/Bridge work estimates/Non SSR Items/rates/2009-1 Dt 13-08-09 of the Chief Engineer (R&B), Designs & Planning wing,) Hyderabad.

Forming embankment with borrowed useful earth from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (4th revision) (Payment will be made based on levels for finished item of work).

Approaches: Forming embankment with borrowed useful earth from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (4th revision) (Payment will be made based on levels for finished item of work).

Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification including cost, seigniorage of all materials and 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 paver in base courses on well prepared surface and compacting with Vibratory roller to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision) for finished item of work.

Providing and applying Prime Coat with bitumen emulsion (Medium Setting) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.60 Kg/sqm using emulsion pressure distributor for finished item of work etc., complete for finished item of work as per MoRT&H Specification 502 (4th Revision) and as directed by the Engineer-in-charge.

Providing and applying tack coat with bitumen Emulsion (Medium setting) (Bulk) using Emulsion pressure distributor at the rate of 0.20 Kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (4th revision) and as directed by the Engineer-in-Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.13) either using penetration grade bitumen 60/70 grade at the rate of 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant Min. of 75 TPH, laying & levelling with mechanical paver and rolling with a smooth wheel roller 8-10 tonne capacity, finished to required level and grades to be followed by seal coat including cost and conveyance of all materials from approved sources, , labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per clause 511 MORTH excluding VAT and Seignorage and including Over head charges & contractors profit etc., complete

Providing and laying bituminous premixed Seal coat (Type B) comprising of a thin application of fine aggregate premixed with bituminous binder of grading as defined in table 500.16 of MOST at of Crushed sand defined as passing through 2.36 mm sieve and retained on 180 micron seive applied @ 0.06 cum per 10 sqm. chips to be laid simultaneously along with the bitumunous course using 6.80 kgs of bitumen 60/70 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, seigniorage, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 513 of MORTH Using Hot mix plant excluding VAT and Seignorage and including Over head charges & contractors profit etc., complete

Construction of improved subgrade/ Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 408 MORTH, by using machinery excluding VAT and Seignorage and including Over head charges & contractors profit etc., complete