Widening and strengthening of Lokavaram to Penubally road from Km 12/4- Km 24/5 in Khammam District

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

3 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) Clause 201 MoRTH 5th Revision 41124 Ha

32208 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) MoRT&H (5th Revision) Specn. No.305.4.3 10.6 Sqm

5248 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

5248 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 MoRT&H specification 305 (5th Revision) 151 Cum

20462 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

6583 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 MoRTH specification No. 401 (5th Revision) 2911 Cum

14962 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) 3172 Cum

61600 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) Sqm

61600 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

44 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. As directed by the Engineer-in-Charge 4500 Km/lane/cycle

2464 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 100TPH 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) 11375 Cum

10498 Construction of Subgrade and earthen shoulders with approved material of gravelly soils obtained from outside of boundary with a lead of 10km 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 (5th revision) 422 Cum

For Pipe Culvert

636 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). MoRT&H specification 304(5th Revision) 130 Cum

78 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) as per MoRT&H specification 1500,1700, 2100 (5th Revision 6098 Cum

498 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. as per MoRT&H Specification 1500,1700, 2200, (5th Revision) 7161 Cum

275 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) as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) 13196 RM

For Slab Culvert

472 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 ). as per MoRT&H specification 304(5th Revision) 130 Cum

68 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 Abutments, Piers & wing walls and below approach slab. ( excluding seigiorage charges and GST ). as per MoRT&H Specification 1500,1700, 2100 (5th Revision) 6510 Cum

123 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, seigniorage 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 1500,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for Raft Foundation ( excluding seigiorage charges and GST.) as per MoRT&H specification 1500,1700 & 2100 (5th revision ) 7667 Cum

269 Proving and laying 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, 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 footings of Abutments & wing walls. ( excluding seigiorage charges and GST.) as per MoRT&H Specification 1500,1700, 2100 (5th Revision) 7238 Cum

293 Proving and laying 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, 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) for Sub structure for Abutments and wing walls ( excluding seigiorage charges and GST.) as per MoRT&H Specification 1500,1700, 2200 (5th Revision) 7655 Cum

22 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, 1700 & 2200 (5th Revision ) and as directed by the Engineer-in-Charge for Abutment Bed blocks & Backing walls, (Sub Structure) (excluding seigiorage charges and GST.) as per MoRT&H specification 1500, 1700 & 2200 (5th Revision ) 8129 Cum

109 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 MoRT&H clause 1500,1700,2300 8892 Cum

86 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 for approach slab ( excluding seigiorage charges and GST.) As directed by the Engineer-in-Charge & MoRT&H Clause 2704 7558 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, & 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) 7417 Cum

77 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 per design given in the enclosure to MOST Circular No.RW/NH-33022/1/94-DO III dated 24 June 1994 & MoRT&H Clause 2703 3887 RM

16.3 Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP STEEL, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE 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) 69631 MT

7.1 Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP STEEL, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE 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) 67550 MT

11 Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP STEEL, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE 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 as per MoRT&H specification 1600 &2100 (5th revision) 67245 MT

21.6 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) as per MoRT&H specification 2504 (5th revision ) 3118 Cum

17.8 Providing rough stone revetment 300 mm thick using 300mm size rough stonevariety including cost, and conveyance of all materials to site,including labour chargesfor packing the stones for revetment etc., but excluding labour charges complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for toe walls. as per MoRT&H specification 2504 ( 5th Revision ) 2212 Cum

11.3 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) as per MoRT&H Specification 2504 (5th Revision) 1279 Cum

133 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) 884 Cum

154 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) as per clause 710.1.4 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) 2485 Cum

128 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) 374 RM

6 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 1718 Nos

162 Providing and laying flexible apron on river bed for protection against scour with stone boulder weighing not less than 40kg each complete as per drawing and technical specification as per MORT&H spec no.2507.20 complete for finished item work (Excluding Seigniarage charges and GST) as per MORT&H spec no.2507.20 2359 Cum

Road Safety Items

571 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) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/AEE4/2015-16, Dt: 17.02.2016 728 Sqm

63 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) - Rumble Strips As Per MoRT&H Specification 803.4 (5th Rev) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/AEE4/2015-16, Dt: 17.02.2016 728 Sqm

63 Supplying of hot applied thermoplastic road marking compound of 7.5mm thick in 3 layers of 2.50mm 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) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/AEE4/2015-16, Dt: 17.02.2016 2107 Sqm

63 Supplying of hot applied thermoplastic road marking compound of 10mm thick in 4 layers of 2.50mm 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) ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/AEE4/2015-16, Dt: 17.02.2016 2797 Sqm

1018 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 Nos

26 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) 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 Nos

17 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 Nos

10 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 & MoRT&H Specification No.801 9629 Nos

9 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) for Display Boards at the start and end point of the reach. ENC (R&B) SR and CRN Circular No. /RSI/DCE (R )/EE/ DEEI/ AEE4/ 2015-16, Dt: 17.02.2016 & MoRT&H Specification No.801 34327 Nos

2 Supplying , Fixing, painting & figuring of Reinforced cement concrete M15 grade 5th 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) As Per MoRT&H Specification 1500, 1700 & 2100 (5th Rev) and IRC:8-1980 4624 Nos

7 Supplying, Fixing, painting & figuring of Reinforced cement concrete M15 grade Oridinary 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) As Per MoRT&H Specification 1500, 1700 & 2100 (5th Rev) and IRC:8-1980 2747 Nos

36 Supplying, Fixing , painting & figuring of Reinforced cement concrete M15 grade Hectometre stone of standard design as per IRC:8-1980, including cost and conveyance of all materials and labour charges etc,m complete for finished item of work. (excluding GST) As Per MoRT&H Specification 1500, 1700 & 2100 (5th Rev) and IRC:8-1980, IRC: 26-1967 775 Nos

For Minor Bridge

1685 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 ). as per MoRT&H specification 304(5th Revision) 142 Cum

48 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 Abutments, Piers & wing walls and below approach slab. ( excluding seigiorage charges and GST ). as per MoRT&H Specification 1500,1700, 2100 (5th Revision) 7130 Cum

205 Proving and laying 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, 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 footings of Abutments & wing walls. ( excluding seigiorage charges and GST) as per MoRT&H Specification 1500,1700, 2100 (5th Revision) 7927 Cum

283 Proving and laying 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, 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) for Sub structure for Abutments and wing walls ( excluding seigiorage charges and GST.) Upto 5m Height as per MoRT&H Specification 1500,1700, 2200 (5th Revision) 8384 Cum

428 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, seigniorage 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 1500,1700 & 2100 (5th revision ) and as per SBD specification as directed by the Engineer-in-Charge for Raft Foundation ( excluding seigiorage charges and GST.) as per MoRT&H specification 1500,1700 & 2100 (5th revision ) 8398 Cum

17 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, 1700 & 2200 (5th Revision ) and as per SBD specification as directed by the Engineer-in-Charge for Abutment Bed blocks & Backing walls, (Sub Structure) (excluding seigiorage charges and GST.) Upto 5m Height as per MoRT&H specification 1500, 1700 & 2200 (5th Revision ) 8904 Cum

309 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 Upto 5m Height as per MoRT&H clause 1500,1700,2300 9739 Cum

11 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 Abutments, Piers & wing walls and below approach slab. ( excluding seigiorage charges and GST ). as per MoRT&H Specification 1500,1700, 2100 (5th Revision) 7130 Cum

28 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 for approach slab ( excluding seigiorage charges and GST.) As directed by the Engineer-in-Charge 8278 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, & 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) 8124 Cum

78 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 per design given in the enclosure to MOST Circular No.RW/NH-33022/1/94-DO III dated 24 June 1994 & MoRT&H Clause 2703 4257 RM

24.2 Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP STEEL, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE 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) 76262 MT

1.4 Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP STEEL, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE 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) 73983 MT

22 Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP STEEL, JINDAL PANTHER, GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE 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 as per MoRT&H specification 1600 &2100 (5th revision) 73650 MT

35.4 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) as per MoRT&H specification 2504 (5th revision ) 3415 Cum

5.8 Providing rough stone revetment 300 mm thick using 300mm size rough stonevariety including cost, and conveyance of all materials to site,including labour chargesfor packing the stones for revetment etc., but excluding labour charges complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for toe walls. (Excluding Seigniarage charges and GST) as per MoRT&H specification 2504 ( 5th Revision ) 2423 Cum

17.7 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) as per MoRT&H Specification 2504 (5th Revision 1400 Cum

167 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) 968 Cum

103 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) As per Cl.710.1.1 of IRC:78 & Clause 2200 of MoRT&H (5th Revision) 2722 Cum

123 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) 410 RM

6 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 1875 Nos

261 Providing and laying flexible apron on river bed for protection against scour with stone boulder weighing not less than 40kg each complete as per drawing and technical specification as per MORT&H spec no.2507.20 complete for finished item work (Excluding Seigniarage charges and GST) as per MORT&H spec no.2507.20 2585 Cum

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

Name of Work: Widening and Strengthening of Lokavaram to Penubally road from Km 12/4 -Km 24/5 in Khammam 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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