Package-XXXVIII World Bank and Asian Development Bank funded Amaravati Capital City Development Program related "Construction of Flood Protection and Strengthening of Inspection of Right Bank of River Krishna E1 road (Chainage 2+480 to CH 4+990) on Lump sum basis (% Contract ) including DLP of 2 years in Amaravati Andhra Pradesh

Earthwork excavation in soils up to SDR by mechanical means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., and transporting to the embankment location with all lifts etc., with disposal upto 1000 metres complete for finished item of work for trench cutting as per MoRT&H specification 301 (5th Revision) and as directed by the Engineer-in-Charge.

Forming embankment with borrowed useful earth from outside road boundary by mechanical means 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 300-1 & 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) , satisfying the Free Swell Index value less than 50%, soaked CBR value not less than 6% and other reqirements from clause 305 (5th Revision) and as directed by the Engineer in Charge.

Forming Subgrade and Earthen shoulder with borrowed useful earth from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 & 300-2 of MoRT&H, including all hire and operational charges of T&P , etc., complete for finished item of work as per MoRT&H specification 305,408 (5th Revision) , satisfying the Free Swell Index value less than 50%, soaked CBR value not less than 8% and other reqirements from clause 305 ,408 (5th Revision) and as directed by the Engineer in Charge.

Filling of Median / Island with approved material obtained from selected borrow source as per drawing, Technical Specifications Clause 408 (5th Revision) with selected borrowed useful earth from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning and compacting to meet requirements including all hire and operational charges of T&P, etc, complete for finished item of work and as directed by the Engineer in Charge

Clearing and grubbing road land / pavement layers including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm by mechanical means in areas of non thorny jungle(light jungle), removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MORTH (5th Revision) including Contractors profit and Overhead charges for finished items of work and as directed by Engineers-in-charge

Construction of Granular sub-base by providing HBG material confirming to Grading - 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.

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.

Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means for finished item of work as per MoRT&H Specification 502 (5th Revision).

Providing and applying tack coat with bitumen Emulsion (RS-1) (Bulk) using Emulsion pressure distributor at the rate of 2.0 to 3.0 kg /10 sqm over bituminous 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.

Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH Batch type HMP Producing an average output of 75 tonne per hour using crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen binder VG 40 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandem rollers as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of of all materials etc., complete as per MoRT&H specification No. 505 (5th revision)

Providing Bituminous Concrete with 100-120 TPH Batch type hot mix plant producing an average output of 75 tonne per hour using HBG crushed aggregates of Grading-I as per table 500-17 of specification 507 of MoRT&H (5th Revision), premixed with bitumen binder VG-40 Grade @ 5.2 % of mix and filler, transporting the hot mix to work site, laying with Hydroststic paver finisher with sensor 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

Earthwork excavation in soils up to 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 including charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Providing and constructing filter media behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications Clause 305 and 2504 (5th Revision).

Providing and constructing Back Fill behind abutments, wing walls, retaining walls and return walls with selected granular material of approved quality complete as per drawings and Technical Specifications Clause 304 and 305 (5th Revision).

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)using concrete mixer 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 1700, 2100 (5th Revision) for footings leveling course.minimum quantity of 275 kg cement to be used per cum of concrete.

Bored cast-in-situ piles of M-35 grade concrete, 1200mm dia, excluding reinforcement complete as per drawing, technical specification section 1100 (5th Revision) including all charges , removal of excavated earth with all leads and lifts and as directed by the Engineer in Charge.minimum quantity of 420 kg cement to be used per cum of concrete.

RCC M35 grade controlled concrete (design mix) using 20mm maximum size (SS.5) HBG metal (graded) with a cube strength of minimum 350kgs/sqcm at 28 days works tests including cost and conveyance of all meterials to site all labour charges shuttering and machine mixing, laying, vibrating curing and finishing etc., complete including all other incidental and operational charges, hire charges of all T&P etc., complete but excluding cost of steel and its fabrication charges etc., and as per MORTH specification No.1100, 1500, 1600 &1700, (5th Revision) for pile caps.Minimum quantity of 422 kg cement to be used per cum of concrete.

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 etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Substructure (upto 5 m height).Minimum quantity of 407 kg cement to be used per cum of concrete.

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 etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Substructure (above 5 m height).Minimum quantity of 407 kg cement to be used per cum of concrete.

Provision of 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 bars of Fe-500 D grade 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 MORTH 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 as per MORTH Section 2200 & clause 2703 (5th Revision).Minimum quantity of 430 kg cement to be used per cum of concrete.

Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement in reinforced concrete structures to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars complete as per drawing, Technical Specifications Section 1600 (5th Revision) including cost, conveyance of all materials to site and labour charges and as directed by the Engineer in Charge- Retaining wall Foundation

Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement in reinforced concrete structures to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars complete as per drawing, Technical Specifications Section 1600 (5th Revision) including cost, conveyance of all materials to site and labour charges and as directed by the Engineer in Charge- retaining wall Sub Structure

Providing Weep holes in VRCC Abutment/ Wing wall/return wall with 100mm Diameter PVC 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 PVC 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)

Providing and fixing 20mm thick Compressible Fiber board joint filler in expansion joint complete as per drawing, Technical Specifications Section 2600 (5th Revision) and as directed by the Engineer in Charge

Providing and Applying Enamel paints of approved quality on surface of parapets as per Drawings, Technical specification clause 803 (5th Revision) and as directed by the Engineer in Charge

Providing and Laying Plain Cement Concrete M 20 kerb with top and bottom width 115 and 165mm respectively, 390mm high over WMM kerb stone laid with kerb laying machine as per drawing including cost, conveyance of all materials to site and labour charges etc complete as per Technical Specifications Clauses 409 and Section 1700 (5th Revision) and as directed by the Engineer in Charge.minimum quantity of 344 kg cement to be used per cum of concrete. -Grade M 20 for Kerb "A" Type Section over WMM

Providing and Laying kerb painting with with two coats on the surface with synthetic enamel paint grade-I (IS:164) in all shades on new plastered concrete surfaces after back filling including cost, conveyance of all materials to site and labour charges etc complete as per drawing, Technical Specifications Clause 803 (5th Revision) and as directed by the Engineer in Charge

Construction of footpath/separator by providing 60mm paver blocks-M35 grade, 30mm sand fill below it including cost, conveyance of all materials to site and labour charges etc complete as per the technical specification of MoRTH& APDSS as per drawings and as directed by the Engineer -in- Charge

Supplying of hot applied thermoplastic road marking compound, 2.50mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass beads on Bituminous surface at 250gms per Sqm area, thickness of 2.50mm is exclusive of surface applied glass bead as per MoRTH section 803.40 & IRC 35 -2015 , the material should be satisfy MoRTH specifications 803.40 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 box of any vendor, the department engineer may carryout random checking of the appplied 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)The Luminance factor of the material should be in the range of 80-85% at 45 degrees 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 & MoRTH section 803.4-Lane / Center line / Edge marking / Transverse marking and any other marking

Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high, 1.15 m 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 150 x 75 x 5 mm, 546 mm long complete as per approved drawings complete and as per clause 811 .including contractors profit and overheads complete for finished item of work and as directed by engineer in charge

Earthwork excavation in soils up to SDR by mechanical means for stone pitched drain 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 including charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Providing and constructing lined toe drains with PCC M15 grade 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) using concrete mixer 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 1700, 2100 (5th Revision) to the required lines and grades as per drawing and Technical Specifications Clause 309 and Section 1700

Providing and constructing stone pitched drain with random rubble stone masonry work in cement mortar 1:3 in foundation to the required lines and grades as per drawing and Technical Specifications Clause 309 and Section 1700

Providing and constructing Box chute of size (0.3 mx 0.2m) using RCC M20 grade & FE 500 grade steel reinforcement including cost, and conveyance of all materials to site and all labour charges ,centering, machine mixing (Concrete Mixer), laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per drawings and technichal specifications and as directed by engineer in charge.

Providing and constructing chutes using PCC M 20 at 15m interval as per drawings and technichal specifications including cost, and conveyance of all materials to site and all labour charges ,centering, machine mixing (Concrete Mixer), laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete and as directed by engineer in charge.

Providing and Laying of Geocell TCS 712 X 75MM and NON WOVEN GEOTEXTILE PR - 20 INCLUDING VEGETATION SEEDING for slope stabilization as per Technical specification clause 705 including contractors profit and overheads complete for finished item of work and as directed by engineer in charge

Providing and laying stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

Providing and laying approved sand filling below stone pitching and 0.2m sand bed at rock toe as per Drawing & Technical Specification clause 1008 (5th Revision) and conforming to the IS-383

Providing and laying approved horizontal filter blanket with sand below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts as per Drawing etc., complete and as directed by Engineer in charge

Providing and constructing Cut-off wall with random rubble stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.

Providing and Laying 200mm thick graded material in Rock toe as per drawings & Technical Specifications.

Providing and Laying Sand of 200mm thick in Rock toe including cost and conveyance of all mateirals , labour etc., complete as per drawings & Technical Specifications.

Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts. as per drawings and technical specifications etc., complete and as directed by Engineer in charge

Providing and fixing Village name board size 600x800 mm 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 Green Colour & White Letters 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.

Providing & fixing junction boards of size 1500 x 1200 mm 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 Green Colour & White Letters and fixed over 4MM Alluminium 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 charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.

Providing and fixing of Route marker signs (450mm x 600mm) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle 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 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.

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 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 roundand 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 levelto 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.

Stop sign - Octagon of size 1200 mm complete 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 per drawings, Technical Specifications Clause No. 801 (5th Revision) and as directed by the Engineer in Charge

Providing and fixing Mandatory (Give way sign) sign boards size 900 mm equilateral triangle 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 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.

Supplying and installation of delineators (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 retro-reflective 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 and as per IRC -79. 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.

Supply and installation of Hazard Markers/Delenators using M.S angle of size 55x55x6 mm and 120 cm high above ground level painted with two coats of black & white strips 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 concerned micro prismatic Retro Reflective sheeting of Yellow yellow colour and confirming to IRC 67:2012 fixed over 3mm aluminum composite material having minimum 0.30mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow strips, in screen printing slopoing 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 conveyhance of all materials, equipment,machinery and labour with all leads and lifts, loading and unloading charges necessaryu for successful completion of the work on any road in division as directed by the Engineer-in-charge and conforming to IRC 67-2012 & MoRT&H specification No 805 and approved drawings etc., complete for finished item of work.

Providing and fixing Object markers 48.3mmdia. MS pipe ,keep at 50cm above ground level with 3MM Alluminium Composite Material sheet having minimum 0.30 mm thick Aluminium skin fully covered with type XI of wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 reflective sheeting fixed in to trench of 30x30x30cm filled with CC M20 conforming to IRC-67:2012 & MORTH&H specification no 805 and approved drawing etc.,

Providing and fixing of Moulded Shanks Raised Pavement Markers made of Polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 TypeH and complying to specifications of Category A of MORTH circular No.RW/NH-33023/10/97 - DO III dt. 11-o6-1997. The height, width and length shall not exceed 50mm, 100mm and with minimum reflecting area of 13 sqcm on each side and the slope to the base shall be 35 +/- 5 degrees The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum values of 700kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside without nails and using epoxy resign based adhesive as per manufacturers recommendation and complete as directed bythe Engineer.

Foundation and erection charges with special T&P, for 9Mtrs/10Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materials etc., complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including the supply of suitable boards with bakelite sheet and MCB's as per IS specification suitable to withstand the wind speed of 180KMPH for 9 Mtrs mounting height Pole having dimensions bottom 185 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x 20mm and 4 Nos of M24 x 1000 long 'J' bolts along with templates. Including Supply of1.5M Dragon type decorative/any decoative arm as selected by departmental engineers- galvanized double arm with PU Painted bracket Make for Pole :Bajaj /Valmont /Laasma/ Transrail/Utkarsh/Skipper/Consoul /Surya/Vakrangee/Lysaght Pole

Supply, transportation and fixing of ......... LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass/polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F > 0.90, high power LEDs having System Efficacy >= 120 lumens/watt and junction temperature < 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete with earth connection and not less than two years warranty. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG.

Supply and fixing of 6-32A 10KA SP MCB, C/D Curve ISI in Octagonal pole with Din channel, with or without insulator terminal strip connector including cost & conveyance of all materials and labour charges etc., complete Makes: Legrand-DX3 / Schneider-A9/Hager-h3/ Siemens-5SX4/ Havells STADx /L&T-AU/Indo Asian-Opti pro/ HPL (Techno)/Anchor (Uno plus).

Design, Fabrication, assembling, packaging, forwarding to site, installation, testing & commissioning of Outdor type panel with stand enclsoure consisting of 3Ph, , 415V, 50Hz, 3 nos of 200A fuse units, 9 no of 100A fuse units, RYB Indicators for incoming and outgoing phases Al. bus bar, floor mounting free standing totally enclosed compartmentalized front operational, vertical, dust and vermin proof, FRB Shrouding. LT panels fabricated with 2 mm thick for load bearing members, side sheet, removable top & bottom sheets, equipment mounting plate, front door & covers, partition and 3mm HRCA for undrilled gasket removable gland plate and base frame is ISMC -75.The panel shall be painted with texture finish electro static paint SIEMENS GREY RAL -7032 (powder coating).

Supply installation, testing and commisision of 21Kva Three Phase Smart Streetlight CCMS Web Controller –Wireless Street light monitoring and controlling system with 63A MCB for incoming and 9 Nos of 20Amps SP MCB with 2 outputs with 1 no of buffer SP MCB of 3 Nos, includes inbuilt RF gateway. It uses GSM/GPRS/4G technology to receive commands and send data from and to the web software with 4G with 2G fall back, Micro HDMI port to be provided. MIPI CSI Camera port to be provided. Minimum of Two USB 3.0 ports to be provided. In-built GPS to be provided It should support GPS/GLONASS/BD, Switching Components, Automatic MCB Trip Rectification for nuisance MCB trips, Controller should have SPD of 20kV/10kA for the Panel. Metering: ISI Energy Meter with Class 1.0 accuracy and Complaint to IS:13779. Ability to communicate securely via cellular networks (GSM / GPRS /2G /3G /4G). Ability to send data regarding energy usage, ON/OFF status etc. from controller. Ability to remotely upgrade the CCMS device firmware from central server. Design Life should be More than 10 years. Inbuild Battery backed with RTC based timer for Bypass operation for up to 8 Hours. Enclosure: CRCA Metal Enclosure with IP65 and IK10 with size of 700x500x145mm CRCA 1.2 thickness with Single Door RAL 7035 Powder coating. Test report: Controller should be type- tested with NABL lab and the test report need to be submitted.Communication Charges per panel per annum included for the warranty period of 2 years,including CCMS Software charges, and Supply of Stand for 3 Phase panel, 6.2 feet height, MS powder coated with 5mm Thick and approved byengineer in charge

Supply and laying of 3 core 2.5 Sqmm ISI marked, PVC insulated and sheathed FRLS/FRLS-H round copper cable for voltage up to 1100V as per IS 694/1990..Makes: Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million

Supply transportation and laying of 16 Sqmm 4 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt

Supply transportation and laying of 35 Sqmm 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt

Supply transportation and laying of 50 Sqmm 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt

Supply and Transportation and laying of Outer dia 63 mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Makes:DURA LINE (Dura Guard) or its equivalent make and as directed by the Engineer in Charge

Earth work excavation of Trench of size in all types of soils for covering of UG cables/HDPE pipe and refilling of Trench.

Providing independent earthing by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.

Supply and making end termination with heavy Alluminium lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc of up to 16 sqmm.Makes:Dowels/Jainson/Comet.

Supply and making end termination with heavy Alluminium lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc of 35 sqmmMakes:Dowels/Jainson/Comet

Supply and making end termination with heavy Alluminium lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc of 50 sqmmMakes:Dowels/Jainson/Comet

Supply and laying of 8 SWG GI wire(0.104Kgs/1Mtr) Earth wire/Strip in horizontal run in Ground including,revitting,soldering,saddles,making connection etc as required

Supply and laying of 25mm x 6mm GI Flat (1.18Kgs/1Mtr) Earth Strip in horizontal run in Ground including, revitting,soldering,saddles,making connection etc as required

Supply, transportation and erection of 12.5 m Spun Pole with working load of 350 kg conforming to IS 1678-1998 and REC specification with latest amendments thereof, in position, aligning and setting to work as per specification, back filling the earth, ramming for consolidation, including cost, conveyance, T&P and labour charges for loading, unloading etc., complete, but excluding pit excavation. [Makes: As per approved makes of APCPDCL]

Excavation of pits in all soils, i.e, mixture of gravel and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders for 12.5 m Spun Poles (2'6"x2'6"x7' or 0.75 m x 0.75 m x 2.1 m) including T&P and labour charges etc., complete.

Supply, and erection of PSCC POLES 9.1 MTS (280 kg) conforming to IS 1678-1998 and REC specification with latest amendments thereof, in position, aligning and setting to work as per specification, back filling the earth, ramming for consolidation, including cost, conveyance, T&P and labour charges for loading, unloading etc., complete. [Makes: As per approved makes of APCPDCL]

Excavation of pits for 9.1 m Spun/Joist /PSCC Poles (2'6"x2'6"x6' or 0.75mx0.75mx1.8m) in all soils, i.e, mixture of gravel and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders.

Supply and erection of M+12 GI Towers (Heavy Struc) (as per ASCI specifications WT 4 MT and Pit 1.2X1.2X3.3 Mts. i.e. 4.752CUM as per drawing including earthwork excavaion and foundation of Tower as directed by Engineer-In-Charge.

Supply, paving, stringing & jumpering, testing and commissioning of 55 Sq.mm AAA Conductor conforming to REC specification and IS-398 Part-IV 1994 with latest amendments thereof, including fixing of suitable rollers, bamboos, paving out conductor on suitable supports, providing temporary stays, tensioning, sagging correctly, fixing at strain point, transporting to pin points, binding, rectification of poles, guys and jumpering of various Conductors including cost of conductor, transporting of materials and T&P from road side to location including loading and unloading and providing watch and ward till the lines are handed over to APCPDCL etc., complete for finished item of work. (Make: As per APCPDCL approved make).

Supply and erection of 33KV TAPING CHANNEL X ARMS (100x50MM ) including all accessories as directed by Engineer-In-Charge

Supply and erection 33KV V CROSS ARMS WITHOUT CLAMPs including all accessories as directed by Engineer-In-Charge

Supply and erection 33KV TOP CLEAT WITH CLAMPs including all accessories as directed by Engineer-In-Charge

Supply and fixing of 33KV M.S.BACK CLAMPS FOR SPUN POLES including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of 33KV M.S. STAY CLAMPS FOR SPUN POLES including labour charges etc., complete as per APCPDCL standards.

Supply and erection 33KV PIN INSULATORS (Polymer) with GI pin including all accessories as directed by Engineer-In-Charge

Supply and fixing of 33 kV GI Pins including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of 11KV VCROSS ARMS WITH CLAMPS 200KG including all accessories as directed by Engineer-In-Charge

Supply and fixing of 11KV TAPPING X ARM W 100X50MM MS CHANNEL including all accessories as directed by Engineer-In-Charge

Supply and fixing of 11kV Side with stutt including all accessories as directed by Engineer-In-Charge

Supply and fixing of M.S.BACK CLAMPS FOR SPUN POLES including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of M.S. STAY CLAMPS FOR SPUN POLES including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of 11 kV Polymer Pin Insulator with GI Pin including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of 11 kV GI Pins including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of 11 kV Polymer Disc insulator (C&T) and Fittings (C&T Type metal parts) including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of 11KV 3Ph HG FuseSets with PolymerType Insulators including all accessories as directed by Engineer-In-Charge

Supply and fixing of LT 3 PH. 5 WIRE CROSS ARMS WITH CLAMP including all accessories as directed by Engineer-In-Charge

Supply and fixing of M.S.BACK CLAMPS FOR 9.1 M PSCC POLE including all accessories as directed by Engineer-In-Charge

Supply and fixing of M.S. STAY CLAMPS FOR PCC POLES including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of LT 3PH SIDE ARMS WITH STUTT including all accessories as directed by Engineer-In-Charge

Supply and fixing of LT Pin Insulator with GI Pin including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of LT porcelain shackle insulator as per IS 1443-1979 suitable for working voltage 1100 V including all accessories like Hot dip GI spindle and nuts etc.,

Dismantlement of upto 25 KVA Distribution Transformer on the plinth/pole carefully without causing and damaging to bushing including labour and transport complete including earthing as per department standards.

Dismantlement of upto 100 KVA Distribution Transformer on the plinth/pole carefully without causing and damaging to bushing including labour and transport complete including earthing as per department standards.

Erection of upto 25 KVA Distribution Transformer on the plinth/pole carefully without causing and damaging to bushing including labour and transport complete including earthing as per department standards.

Erection of upto 100 KVA Distribution Transformer on the plinth/pole carefully without causing and damaging to bushing including labour and transport complete including earthing as per department standards.

Supply and fixing of LT DISTRIBUTION BOX WITH MCCB-100KVA including all accessories as directed by Engineer-In-Charge

Construction of DTR plinths- Size 4'x4'x6'(above ground) and 4'x4'x3' (below ground) with brick masonry/RR masonry wall - Excavation of pit of size 4’x4’x3’, laying bed concrete with CC(1:4:8) using 40mm and 20mm HBG metal for 6” depth, Construction of distribution transformer plinth with 9” thick 8' height brick masonry wall in CM (1:6) all- round, filling the hollow portion with sand, laying of 6” thick PCC (1:3:6) using 20 mm and 12mm HBG metal on top and plastering all-round the outer side of wall with CM (1:5) 12mm thick and white washing two coats, including cost and Transport of all materials

Supply and erection of LT 3PH HG FUSE SET WITH SCI including all accessories as directed by Engineer-In-Charge

Dismantelling of 12.5m spun poles as directed by Engineer-In-Charge.

Dismantelling of 9.1m pscc poles as directed by Engineer-In-Charge.

Earthwork excavation in soils up to 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 including charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Providing and laying approved sand filling in Foundation Trenches as per Drawing & Technical Specification clause 1008 (5th Revision) and conforming to the IS-383

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, (excluding seigniorage) and conveyance of all materials to site, using concrete mixer 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 leveling course. minimum quantity of 275 kg cement to be used per cum of concrete.

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, (excluding seigniorage) conveyance of all materials to site using batching plant and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 ,2100 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Raft & Substructure. minimum quantity of 404 kg cement to be used per cum of concrete.

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, (excluding 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 etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 ,2100 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Super Structure. minimum quantity of 400 kg cement to be used per cum of concrete.

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, (excluding seigniorage) conveyance of all materials to site using batching plant and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 ,2100 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Raft & Substructure. minimum quantity of 407 kg cement to be used per cum of concrete.

Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement in reinforced concrete structures complete as per drawing, Technical Specifications Section 1600 (5th Revision) and as directed by the Engineer in Charge

Construction of Ornamental Railing complete as per approved drawings and as per MORTH Section 2200 & clause 2703 (5th Revision).

Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaniong, applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 100 microns, followed by finishing coats 2 coats with Coal tar epoxy with material, labour, and all accessories with all leads and lifts.

Proviidng Curtain wall with PCC M15 including cost and conveyance of all materials to site and all labour charges ,centering, machine mixing (Concrete Mixer), laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per drawing and Technical specification

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall including cost and coveyance of all materials, labour etc., complete and as directed by Engineer in charge

Providing and laying Flooring laid over cement concrete bedding. including cost and conveyance of all materials to site and all labour charges ,centering, machine mixing (Concrete Mixer), laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per drawing and Technical specification

Providing Weep holes in VRCC Abutment/ Wing wall/return wall with 100mm Diameter PVC 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 PVC 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)

Providing and laying of Filter media of Stone aggregate behind abutment, wing wall, retaining wall and return walls, complete as per drawing, Technical Specifications Clause 305 & 2504 (5th Revision) and as directed by the Engineer in Charge

Back filling behind Abutments with gravel including cost, conveyance and (excluding seigniorage) of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H clause 305 & Section 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work

Arrangement of transportation facility by four wheeler for purpose of site inspection and official use of the departmental officers and Engineers during execution period including fuel,maintenance charges & driver charges and the vehicle should not be oler than 5 Years.

Dismantling of Flexible Pavement by Mechanical means and disposal of dismantled material upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately complete as per Technical Specification Clause 201 of MORTH (5th Revision) including Contractors profit and Overhead charges for finished items of work and as directed by Engineers-in-charge

Dismantling of RCC / PSC structures by Mechanical means, including T&P and scaffolding wherever necessary, sorting the dismantled materail, disposal of unserviceble materail and stacking the serviceable material with all lifts and lead of 1000 meters complete as per MORTH Technical Specifications 202 (5th Revision) and as directed by the Engineer in Charge

Compliance of C-ESMP: The C – ESMP shall be prepared considering the EIA/EMP of the capital city and project specific EMP, RAP and RPF.The indicative activities (but not limited) provided in the bid document shall be complied by the contractor during the contract duration. On award of work, the contractor shall work out a C-ESMP in line with labour laws and other regulatory guidelines along with the quantities of each of these indicated activities (which should be sufficient for effective implementation of the C-ESMP and other E&S clauses mentioned in the bid document) and submit for approval of PMC/Employer The modalities of monitoring these activities is to be jointly finalised by Employer/contractor. * During periodical inspection, in case of necessity, on direction of Employer, the contractor shall provide additional quantities and activities. * The payment for all these activities shall be made out of provisional sum. The payments are subjected to scrutiny and approval of all the activities done at site.

Investigation, topographical and geotechnical survey including preparation of contour plans at interval as prescribed by the department and trial pits at the prescribed intervals and hydrological survey for structures, conducting the tests in accredited/reputed labs as prescribed by the department and submission of the reports, sampling and all the other tests required and submission of all reports in soft and 5 Nos. of hard copies in the format prescribed by the Department etc. complete all as directed by the Engineer in charge. (Payment to be made after approval)

Preparation and Submission of GADs, detailed designs and GFC drawings including structural designs and drawings, Physical Sump Model Studies, Surge Analysis etc., and submission of all Designs and drawings in soft and 5 Nos. of hard copies in the format prescribed by the Department etc., complete all as directed by the Engineer in charge. (Payment to be made after approval of designs & Drawings)

Preparation and Submission of as build drawings after the completion of Project in soft and 5 Nos. of hard copies in the format prescribed by the Department etc., complete all as directed by the Engineer in charge. (Payment to be made after approval of drawings)