Improvements to Chilukodu-Vennaram from Km 0/0 to 10/0 in Mahabubabad District.

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

5 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision (Excluding GST) as per the Techinical Specification Clause 201 MoRTH 5th Revision 41124 Ha

30600 Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 (excluding GST) as per MoRT&H (5th Revision) Specn. No.305.4.3 10.6 Sqm

6682 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) as per MoRT&H specification 301(5th Revision) 55 Cum

6682 Construction of embankment with approved material deposited at site from roadway cutting including pre-watering of soil, 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 and complete for finished item of work as per MoRT&H specification 305 (5th revision).( payment will be made based on level for finished item of work) (excluding seigiorage charges and GST) as per the Techinical Specification Clause 305 MoRTH 5th Revision 151 Cum

26000 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 the Techinical Specification Clause 305 MoRTH 5th Revision 407 Cum

11329 Construction of Subgrade and earthen shoulders with approved material of gravelly soils obtained from outside of boundary with a lead of 10 km and having CBR ≥12%, MDD of 18 KN/ cum, PI value <12% obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , 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 and seigniorage charges, 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 and 408 (5th Rev) 422 Cum

6290 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 Rev) 2462 Cum

15513 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 Rev) 2709 Cum

59500 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 Rev) 40.4 Sqm

59500 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 Rev) 12.6 Sqm

2380 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 Rev) 10876 Cum

51 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

317 Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means in Cement concrete grade M-15 & M-20) excluding GST (Pipe Culvert - 1V x 1.0 m dia.) As per MORT&H specification no.202 894 Cum

558 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). (Pipe Culvert - 1V x 1.0 m dia.) as per MoRT&H specification 304(5th Revision) 130 Cum

101 Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation (excluding GST and Seignorage charges) (Pipe Culvert - 1V x 1.0 m dia.) as per MoRT&H specification 1500,1700, 2100 (5th Revision) 5800 Cum

477 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 ,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 Specification 1500,1700, 2200, (5th Revision)( excluding seigiorage charges and GST) substructure. (Pipe Culvert - 1V x 1.0 m dia.) as per MoRT&H specification 1500,1700, 2200 (5th Revision) 6840 cum

250 Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. (excluding GST) (Pipe Culvert - 1V x 1.0 m dia.) as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) 12923 Rmt

281 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) (Pipe Culvert - 1V x 1.0 m dia.) As Per MoRT&H Specification 2900 & 2200 (5th Rev) 884 Cum

127 Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means in Cement concrete grade M-15 & M-20) excluding GST (Pipe Culvert - 2V x 1.0 m dia) As per MORT&H specification no.202 894 Cum

220 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). (Pipe Culvert - 2V x 1.0 m dia) as per MoRT&H Specification 304(5th Revision) 130 Cum

43 Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation (excluding GST and Seignorage charges) (Pipe Culvert - 2V x 1.0 m dia) As Per MoRT&H Specification 1500,1700, 2100 (5th Revision) 5800 Cum

161 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 ,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 Specification 1500,1700, 2200, (5th Revision)( excluding seigiorage charges and GST) substructure. (Pipe Culvert - 2V x 1.0 m dia) As Per MoRT&H Specification 1500,1700, 2200 (5th Rev) 6840 Cum

125 Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. (excluding GST) (Pipe Culvert - 2V x 1.0 m dia) As Per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 12923 Rmt

141 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) (Pipe Culvert - 2V x 1.0 m dia) As Per MoRT&H Specification 2900 & 2200 (5th Rev) 884 Cum

1252 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 ). (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 304 (5th Rev) 142 Cum

25 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 ,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 Specification 1500,1700, 2100 (5th Revision) for levelling course Under Raft, Abutments, Piers & wing walls and below approach slab.(excluding GST and Seignorage charges) (Minor Bridge - 2V x 10.0 m span) as per MoRT&H Specification 1500,1700, 2100 (5th Revision) 6810 Cum

185 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 seigiorage charges and GST.) for Minor bridge - foundation as per MoRT&H clause 1500,1700,2100 (Minor Bridge - 2V x 10.0 m span) as per MoRT&H Specification 1500,1700, 2100 (5th Revision) 8066 Cum

100 Vibrated cement concrete M20 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 , 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 seigiorage charges and GST.) for footings of Abutments, Piers & wing walls. (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 1500,1700,2100 (5th Rev) 7595 Cum

137 Vibrated cement concrete M20 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 , 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 seigiorage charges and GST.) for Sub structure for Abutments, Piers & wing walls. (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 1500, 1700, & 2200 (5th Rev) 8033 Cum

11 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 seigiorage charges and GST.) as per MoRT&H clause 1500,1700,2200 for Abutment Bed blocks & Backing walls, (Sub Structure) (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 1500, 1700, & 2200 (5th Rev) 8552 Cum

172 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 SuperStructure as per MoRT&H clause 1500,1700,2300. As per MOST Drg.No:SD/114 (Minor Bridge - 2V x 10.0 m span) as per MoRT&H clause 1500,1700,2300. As per MOST Drg.No:SD/114 9356 Cum

6 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 ,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 Specification 1500,1700, 2100 (5th Revision) (Excluding Seigniarage charges and GST) for levelling course.approach slab. (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification1500,1700, 2100 (5th Rev) 6810 Cum

23 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 (Excluding Seigniarage charges and GST) (Minor Bridge - 2V x 10.0 m span) As per MoRT&H specification 1500, 1700, & 2704 (5th Revision) 7953 Cum

19 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 (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 1500,1700, & 2702 (5th Rev) 7804 Cum

14 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.) (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 809,1500,1700, 2200 (5th Rev) & MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 and MORTH specification 2703 4151 RMT

11 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) foundation as per clause 1600,2100 (Minor Bridge - 2V x 10.0 m span) as per MoRT&H specification 1600 &2100 (5th revision) and as per I.S.1786 of 1985 73650 MT SAIL, VSP STEEL, TATA, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR,iMSLIFE TMT, RADHA TMT, SUGNA TMT. SHREE TMT

3 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). (Minor Bridge - 2V x 10.0 m span) as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 73983 MT

14.2 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). (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 1600 &2300 (5th Rev) 76262 MT

4.8 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 Seigniarage charges and GST) (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 2504 (5th Rev) 2967 Cum

5 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) (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 2504 (5th Rev) 1962 Cum

2.4 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 Seigniarage charges and GST) (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 2504 (5th Rev) 1400 Cum

19 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 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 (5th Revision) for finished item of work. (excluding seigiorage charges and GST) (Minor Bridge - 2V x 10.0 m span) As per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) 2261 Cum

4 Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH and as directed by the Engineer-in-Charge (excluding GST ) (Minor Bridge - 2V x 10.0 m span) technical specifications Clause 1209 MORD & 2705 MORTH 1875 Nos

9.6 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) (Minor Bridge - 2V x 10.0 m span) Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) 968 Cum

70 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) (Minor Bridge - 2V x 10.0 m span) As Per MoRT&H Specification 2706 & 2200 (5th Rev) 411 Rmt

50 Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 High Intensity 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 4MM Aluminium Composite Material sheet having minimum 0.5 mm 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 chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge.(Excluding GST) - RSI ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 and MORTH specification 801 8192 Each

9 Providing and fixing Village name board size 600x800 mm made out of Type – XI of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30 mm 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) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 and MORTH specification 801 9629 Each

10 Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out 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) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 and MORTH specification 801 11862 Each

10 Supplying and installation of Hazard Marker 300X900mm/ Delineators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.806 and approved drawings etc., complete for finished item of work(Excluding GST) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 and MORTH specification 806 5158 Each

1236 Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 and MORTH Section 803.4 (Excluding GST) As Per MoRT&H Specification 803.4 (5th Rev) ans ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/AEE4/2015-16, Dt: 17.02.2016 728 Sqm

278 Supplying of hot applied thermoplastic road marking compound 10 mm thick in 4 layers of 2.5 mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 and MORTH Section 803.4 (Excluding GST) (Rumble strips) As Per MoRT&H Specification 803.4 (5th Rev) ans ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/AEE4/2015-16, Dt: 17.02.2016 2797 Sqm

2152 Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-Impact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.(Excluding GST). ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 and MORTH specification 804 399 Each

50 This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color on top in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0°C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material. (excluding GST) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/AEE4/2015-16, Dt: 17.02.2016 ans directed by Engineer-in-Charge 597 Sq.ft

5 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) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 and MORTH specification 801 34327 Each

10 Supplying, Fixing, painting & figuring of Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, etc including cost and conveyance of all materials and labour charges etc,m complete for finished item of work. (excluding GST) KM Stones As Per MoRT&H Specification 1500, 1700 & 2100 (5th Rev) and IRC:8-1980 2668 Nos

40 Supplying, Fixing, painting & figuring of Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, etc including cost and conveyance of all materials and labour charges etc,m complete for finished item of work. (excluding GST) HM Stones As Per MoRT&H Specification 1500, 1700 & 2100 (5th Rev), IRC:8-1980 and IRC 26-1967 761 Nos

1 Supplying, Fixing, painting & figuring of Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, etc including cost and conveyance of all materials and labour charges etc,m complete for finished item of work. (excluding GST) 5 TH HM Stones As Per MoRT&H Specification 1500, 1700 & 2100 (5th Rev) and IRC:8-1980 4510 Nos

264 Painting to new walls with two coats of acrylic emulsion paint of exterior grade II over a base coat of primer approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powder materials including cost and conveyance of all materials to site and all operational incidental labour charges etc., complete for finished item of work. As directed by the Engineer-in-Charge 110 Sqm

16 Supplying and installation of delineators double sided (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 125 cm2 and bottom retroreflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 35 cm2 confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge. (excluding GST) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 and Morth specification no. 806 3019 Each

400 Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330mm long for finished item of work. (excluding GST) ENC (R&B) SR and CRN Circular No. /RSI/DCE(R)/Con.Er.(RS)/DEE(RS)/AEE(RS)/2022 Date : 23.11.2022 and MORTH specification 811.3 3183 Rmt

3998 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 AND DISPOSAL OF EXCAVATED EARTH WITH A LEAD OF 1KM as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge (excluding seigiorage charges and GST) - DRAIN As per MoRT&H specification 301(5th Revision) 100.6 Cum

462 Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation (excluding GST and Seignorage charges) FOR LEVELLING COURSE - DRAIN As per MoRT&H specification 1500,1700, 2100 (5th Revision) 5800 Cum

1230 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 ,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 Specification 1500,1700, 2100 (5th Revision) for foundation of WALLS (excluding GST and Seignorage charges) - DRAIN As per MoRT&H specification 1500,1700, 2100 (5th Revision) 6467 Cum

461 Vibrated Reinforced 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, 2100,2200,2300 (5th Revision) (excluding seigniorage and GST) USING CONCRTE MIXER for cover slab - DRAIN As per MoRT&H Specification1500,1700, 2100,2200,2300 (5th Revision) 7033 Cum

9 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) foundation - DRAIN as per MoRT&H specification 1600 &2100 (5th revision) and as per I.S.1786 of 1985 67245 MT

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

Cement Concrete including RCC or PCC or PSC or combined quantity CC/VCC/RCC/VRCC/PSC

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

Name of Work: Improvements to Chilukodu-Vennaram from Km. 0/0 to 10/0 in Mahabubabad District.

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