Improvements of Garla - Gundrathimadugu via Rampuram, Maddivancha road from km. 0/0-10/5 (including Constructioon of HLB at km. 0/0-4) in Mahabubabad District.

Estimate Quantity Item Detailed Specification Description APSS / Morth Cl. Number Rate (INR) - Upto 2 Decimals Unit Amount (INR) - Upto 2 Decimals

2270 Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge ( excluding seigiorage charges and GST ), In ordinary soils upto SDR soils by Mechanical means (Above LBL excluding dewatering Charges) as per MoRT&H specification 304(5th Revision) 148 Cum

2110 Earthwork excavation in SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge ( excluding seigiorage charges and GST ) In SDR soils by Mechanical means (Above LBL including dewatering Charges) as per MoRT&H specification 304(5th Revision) 156 Cum

578 Earthwork excavation in hard rock by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge ( excluding seigiorage charges and GST ) In Hard rock using Machinery upto 3M Depth. as per MoRT&H specification 304(5th Revision) 840 Cum

119 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2100 (5th Revision) ( excluding seigniorage charges and GST.)for Levellling Course under Abutments, PIers & Wing Walls. as per MoRT&H Specification1500,1700, 2100 (5th Revision) 6372 Cum

995 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2100 (5th Revision) ( excluding seigniorage charges and GST.)forFOUNDATION for footings of Abutment, Wing Walls. as per MoRT&H Specification1500,1700, 2100 (5th Revision) 6627 Cum

1008 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2200 (5th Revision) ( excluding seigniorage charges and GST.) for Sub-strcuture of Abutments and Wing walls. as per MoRT&H Specification1500,1700, 2200 (5th Revision) 7009 Cum

1271 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 SBD specification as directed by the Engineer-in-Charge ( excluding seigniorage charges and GST.) for foundation AS PER 1500,1700,2100 for Footings of Piers as per MoRT&H Specification1500,1700, 2100 (5th Revision) 7009 Cum

24 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 SBD specification as directed by the Engineer-in-Charge ( excluding seigniorage charges and GST.) for Sub structure AS PER 1500,1700,2200 for Abutment Bed blocks & Backing walls (Sub-structure). as per MoRT&H Specification1500,1700, 2200 (5th Revision) 7432 Cum

658 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 SBD specification as directed by the Engineer-in-Charge ( excluding seigniorage charges and GST.) for Sub structure AS PER 1500,1700,2200 for Substructure for Piers & Pedastal (upto 5-10m) as per MoRT&H Specification1500,1700, 2200 (5th Revision) 7553 Cum

292 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 SBD specification as directed by the Engineer-in-Charge ( excluding seigniorage charges and GST.) for Sub structure AS PER 1500,1700,2200 for Substructure for Piers & Pedastal (upto 5m) as per MoRT&H Specification1500,1700, 2200 (5th Revision) 7432 Cum

8 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 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 SBD specification as directed by the Engineer-in-Charge (excluding seigiorage charges and GST) for sub structure AS PER 1500,1700,2200 for Bearing Pedestal. as per MoRT&H Specification1500,1700, 2200 (5th Revision) 7458 Cum

96 Supplying, fitting and fixing in position true to line and level elastomeric neoprene bearing of size 500 x 400 x 96 mm conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications and as per MoRT&H Specification No.2000 & 2200 as per MoRT&H Specification No.2000 & 2200 20483 Nos

1404 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 SBD specification as directed by the Engineer-in-Charge for ( excluding seigniorage charges and GST.) superstructure A SPER 1500,1700,2300 as directed by the Engineer-in-Charge 8082 Cum

439 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified( excluding seigiorage charges and GST.) as directed by the Engineer-in-Charge 4239 Rmt

8 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2100 (5th Revision) ( excluding seigniorage charges and GST.) for levelling course.approach slab as per MoRT&H Specification1500,1700, 2100 (5th Revision) 6372 Cum

32 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 but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge(Excluding Seigniarage charges and GST) for Approach slab as per MoRT&H specification 1500, 1700, & 2704 (5th Revision) 6915 Cum

191 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 but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge (Excluding Seigniarage charges and GST) for wearing coat over deck slab as per MoRT&H specification 1500,1700, & 2702 (5th Revision) 6786 Cum

107.5 Providing HYSD bars (Fe-500 From Primary Producers like SAIL, VSP STEEL, TATA, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR,iMSLIFE TMT, RADHA TMT, SUGNA TMT. SHREE TMT as approved by Ministry of Steel) 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 &2100 (5th revision) and as per I.S.1786 of 1985 for foundation RCC items ( excluding GST) as per MoRT&H specification 1600 &2100 (5th revision) 74080 Mt

84 Providing HYSD bars (Fe-500 From Primary Producers like SAIL, VSP STEEL, TATA, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR,iMSLIFE TMT, RADHA TMT, SUGNA TMT. SHREE TMT as approved by Ministry of Steel) 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 (5th revision) and as per I.S.1786 of 1985 for substructure RCC items (excluding GST). as per MoRT&H specification 1600 &2200 (5th revision) 74428 Mt

279 Providing HYSD bars (Fe-500 From Primary Producers like SAIL, VSP STEEL, TATA, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR,iMSLIFE TMT, RADHA TMT, SUGNA TMT. SHREE TMT as approved by Ministry of Steel) 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 &2300 (5th revision) and as per I.S.1786 of 1985 for super structure RCC items (excluding GST). as per MoRT&H specification 1600 &2300 (5th revision) 76806 Mt

1 Supplying ,fitting and placing MS steel in superstructure complete as per drawing and Technical Specifications as per MoRTH specification No. 1600 SUPERSTRUCTURE(excluding GST). as per MoRTH specification No. 1600 81301 Cum

75 Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, _ charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 (5th revision ) and as directed by the Engineer-in-Charge for quadrential revetment. (excluding seigiorage charges and GST) as per MoRT&H specification 2504 (5th revision ) 3101 Cum

18 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and technical specification as per MORT&H spec no.2504 complete for finished item work (Excluding Seigniarage charges and GST) as per MORT&H spec no.2504 2068 Cum

38 Providing and laying filter material (150mm thick) underneath pitching in slopes including cost, charges and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge (excluding seigiorage charges and GST) as per MoRT&H Specification 2504 (5th Revision) 1461 Cum

363 Back filling behind abutments with gravel including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work (excluding seigiorage charges and GST) as per MoRT&H Specification No. 2200 (5th Revision) 1010 Cum

268 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 a thickness 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 and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.(excluding seigiorage charges and GST) as per clause 710.1.4 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) 2380 Cum

630 Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision) (Excluding GST) as per MoRT&H specification 2706 & 2200 (5th Revision) 428 Rmt

96 Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH and as directed by the Engineer-in-Charge (excluding GST ) Clause 1209 MORD & 2705 MORTH 1942 nos

156 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. as directed by the Engineer-in-Charge 5914 Rmt

27820 Construction of embankment with material obtained from borrowed useful earth from outside road boundary with a lead of 10 km and soil having MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12%, by mechanical means upto 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 (5th revision) (excluding seigiorage charges and GST) as per MoRT&H specification 305 (5th revision) 407 Cum

435 Construction of Granular sub-base by providing HBG material confirming to Grading - V/VI of MoRT&H Table 400-1 including cost, 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 (5th revision) and as directed by the Engineer-in-charge. (excluding seigiorage charges and GST) as per MoRT&H specification 401 (5th revision) 2481 Cum

523 Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost 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 acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. (excluding seigiorage charges and GST) as per MoRT&H specification 406 (5th revision) 2729 Cum

2006 Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge(.excluding GST). as per MoRT&H specification 502 (5th revision) 40.6 sqm

2006 Providing and applying tack coat with bitumenemulsion (Rapid settting-I) (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 (5th revision) and as directed by the Engineer-in-Charge.(excluding GST) as per MoRT&H specification 503 (5th revision) 12.6 sqm

80 Providing 40 mm thick compacted Bituminous Concrete with 100-120 TPH batch mix plant using HBG crushed aggregates of Grading – 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with Hydrostatic Sensor Paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge (excluding seigniorage charges and GST ). as per MoRT&H specification 507 (5th revision) 10927 Cum

2 Providing and fixing junction boards of size 1500 x1200mm made of of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge. (excluding GST) as directed by the Engineer-in-Charge 34327 each

4 Conducting survey using Network Survey Vehicle to record the minimum parameter in each lane of the road but not limited to the following parameters : (i) Inventory of the road : GPS Coordinates, Pavement Type, Pavement Width, Terrain, Land use, Shoulder type and width, Drain type and width, Median Type and width, Wayside amenities, Crash barrier, Signages etc., (Note: All inventory items shall be recorded on both sides of the road and geo tagged with images) (ii) Condition of the road : Roughness, Rutting, Distress (Cracking, Potholes, Bleeding, Surface failure etc.,) (Note: All inventory items shall be recorded for each lane and Geo tagged). The pavement data collection equipment should (i) automatically measure various pavement defects through 3D profiling at normal highway speeds of up to 100 kmph. The system should have Laser Crack measurement System with geometry and IRI sensors. The system should have DGPS receiver with sub-meter accuracy equipped with inertial navigation system. It should have high resolution Odometer with at least 10000 pulses per revolution of the Tire have Class 3 Roughness device which can be operated at 10 kmph to 100 kmph and capable of measuring 8+ IRI values in very rough, unpaved and wet conditions. System should have at least 3 ROW cameras and /or 360 degree camera. World Bank class 1 portable reference profiler or its equivalent should be available to setup roughness calibration or validation sites. Software should have in-built calibration feature. The system should have office post-processing software for analysis and mobile mapping. The software should be capable of completing preliminary analysis of a day’s data (at least 50 km) in a day by one person. Post processing software integrated with the equipment should give the data output as per user defined Tabular formats covering all the pavement condition/ Road data items expected of a standard Network Survey Vehicle (iii) be able to operate during day and night. It should measure full 4 m width of the road. It should identify lane markings and should automatically adjust position to the user defined locations. The system should use lane tracking feature to remove driver influence. It must include validation tool. Distance resolution should not be more than 1 mm. Distance accuracy should be 0.01% or better. DGPS should have minimum 5 Hz update rate. Geometry unit should have inertial navigation system (gyroscope), 3 axis accelerometer and proximity sensor to give position information from the GPS and should have a built-in test (BIT) feature (iv) System should use at least 2 high accuracy 3D lasers with Inertial Measurement Unit. The lasers should be high speed lasers with speeds of 32 kHz and with 3 axis accelerometers with operating range of 20-100 kmph. 3D Lasers should be capable of measuring transverse profiles with high resolution at a frequency of at least 28000 profiles per second. Data Acquisition System (DAS) should include coordinate conversion feature which allows operators to automatically convert GPS data into any local datum. The system should display Real-time elevation measurements and IRI values during surveys and should be able to automatically calculate IRI over user defined intervals. The data output should be in generic file formats like .MDB, .CSV etc. Data acquisition system should display real-time data and status for all sensors. The system should accurately measure longitudinal and transverse slope. It should detect cracks down to 1mm. Data output should include cracking (longitudinal, transverse, alligator, multiple, sealed cracks, potholes, Rut depth/width/cross-sectional area for each wheel path, Macro texture across whole lane width in 5 AASHTO bands, Raveling, Bleeding, shoving, Curb edge, Concrete joint faulting, water pooling, Geotagged pavement images (in .JPEG format). Output should include Cross fall / slope, Radius of curvature and gradient. Raw data should be supplied in a suitable long lasting storage medium for cross checking at any time.(Excluding GST) As directed by the Engineer-in-Charge 4500 per lane per km

4019 Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge( excluding seigiorage charges and GST) In ordinary soils upto SDR soils by Mechanical means as per MoRT&H specification 301(5th Revision) 130 Cum

257 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2100 (5th Revision) ( excluding seigniorage charges and GST.)for Levellling Course as per MoRT&H Specification1500,1700, 2100 (5th Revision) 5575 Cum

2544 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2100 (5th Revision) ( excluding seigniorage charges and GST.)forFOUNDATION for footings of Abutments & wing walls. as per MoRT&H Specification1500,1700, 2100 (5th Revision) 5798 Cum

2100 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2200 (5th Revision) ( excluding seigniorage charges and GST.)forSUB STRUCTURE for Abutments and wing walls (Up to 5 m Height) as per MoRT&H Specification1500,1700, 2200 (5th Revision) 6133 Cum

180 Vibrated cement concrete M20 Grade Concrete using 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 , centering, 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 Specification1500,1700, 2200 (5th Revision) ( excluding seigniorage charges and GST.)forSUB STRUCTURE for Abutments and wing walls (5m to 10m Ht) as per MoRT&H Specification1500,1700, 2200 (5th Revision) 6233 Cum

Providing HYSD bars (Fe-500 From Primary Producers like SAIL, VSP STEEL, TATA, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR,iMSLIFE TMT, RADHA TMT, SUGNA TMT. SHREE TMT as approved by Ministry of Steel) 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 &2100 (5th revision) and as per I.S.1786 of 1985 for foundation RCC items ( excluding GST) as per MoRT&H specification 1600 &2100 (5th revision) 64820 Mt

34 Providing HYSD bars (Fe-500 From Primary Producers like SAIL, VSP STEEL, TATA, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR,iMSLIFE TMT, RADHA TMT, SUGNA TMT. SHREE TMT as approved by Ministry of Steel) 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 (5th revision) and as per I.S.1786 of 1985 for substructure RCC items (excluding GST). as per MoRT&H specification 1600 &2200 (5th revision) 65124 Mt

500 Back filling behind abutments with gravel including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work (excluding seigiorage charges and GST) As Per MoRT&H Specification 2200 (5th Rev) 884 Cum

900 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 a thickness 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 and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.(excluding seigiorage charges and GST) Clause 2200 of MoRT&H (5th Revision) 2082 Cum

804.6 Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision) (Excluding GST) as per MoRT&H specification 2706 & 2200 (5th Revision) 375 Rmt

Similar Nature of Work

Earth work excavation EW

Forming Embankment/Construction of Subgrade / earthen shoulder or combined quantity Forming Embankment/Construction of Subgrade / earthen shoulder

WMM or CRB or CRM or combined quantity WBM / WMM / CRM

BM or DBM or SDBC or BC or combined quantity BM/ DBM/ SDBC/ AC/ BC/ MSS

Foundations/Substructure-CC/VCC/RCC/VRCC/PSC or combined quantity Foundations/Substructure-CC/VCC/RCC/VRCC/PSC or combined quantity

Superstructure-CC/VCC/RCC/VRCC/PSC or combined quantity Superstructure-CC/VCC/RCC/VRCC/PSC or combined quantity

HYSD Steel of Bridges of Foundations/Sub structure HYSD Steel of Bridges of Foundations/Sub structure

HYSD Steel of Bridges of Super Structure HYSD Steel of Bridges of Super Structure

Transaction fee

Liquid assets 23323757 233.23757

Similar Nature of Work 46647514 466.47514

8977 Earth work excavation 2992 1673110 1.1955692586716715

27820 Forming Embankment/Construction of Subgrade / earthen shoulder or combined quantity 9273 11322740 8.090992145126192

523 WMM or CRB or CRM or combined quantity 174 1427267 1.0198950153406174

80 BM or DBM or SDBC or BC or combined quantity 27 874160 0.6246563723607105

9456 Foundations/Substructure-CC/VCC/RCC/VRCC/PSC or combined quantity 3152 60887821 43.50915780498798

1627 Superstructure-CC/VCC/RCC/VRCC/PSC or combined quantity 542 12864534 9.192725748777136

263.7 HYSD Steel of Bridges of Foundations/Sub structure 88 18905892 13.509753263662692

279 HYSD Steel of Bridges of Super Structure 93 21428874 15.312623200117539

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Tender Inviting Authority: - Superintending Engineer (R&B) Circle Hanamkonda

Name of Work: Improvements of Garla - Gundrathimadugu via Rampuram, Maddivancha road from km. 0/0-10/5 (including Constructioon of HLB at km. 0/0-4) in Mahabubabad District.

Contract No: <Enter Contract No Details>

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 Grand Total of BOQ BI01010001010000000000000515BI0100001119 0.000 Job Excess(+) Full Conversion INR

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