Upgradation of High Embankment road (NH-09) to Sasrauli of Rohtak Block Under PMGSY-III (T-18) Batch -III (Package No. HR16-III-305)

Amount

Milling on Bituminous Surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to 50 mm depth and hauling the milled material up to 10 km and stacking at nearest recycling Plant site (HSR 17.43.2) Note - The utilized quantity of reclaimed bituminous mixed material shall be recovery item.

Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soil including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift and including Compensation of earth taken from private land, fields etc. and campacted to meet requirement of table 300-2 of MORT&H specification clause No.30 and to entire satisfaction of the Engineer of the work confirming to PWD specification No.6.2 and 6.3 and 3.2 and the other specification 1990 1st edition. As per X-section. This item also includes E/W if required in sub grade for Widening and Shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR 8%. Note: No earth work will be allowed to be taken from PWD B&R / ROW except for surplus earth after approval from Engineer.

Providing and applying Tack coat of VG 10 ( 80/100 grade) bitumen using bitumen @ 0.25 kg per sqmincluding clearing and blowing dust off the surface using a compressor and brooms ( conforming to clause 503 of MoRD specification-2004) for PC. Instructions issued from time to time by MoRD regarding bitumen VG-10 will be followed strictly.

Pdg & laying 50mm DBM using the reclaimed material to the extent of 30% of the required quantity after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, grade, level and thickness, all as specified in clause 519 (5th Revision) of 2013 using bitumen VG-30. (Minimum Bitumen's 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note: If bitumen required more than 4.50% as per job mix formula no extra payment will be paid.Extra bitumen required will be considered as incidental to work. 2. Before carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is DBM on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling in incidental to work.

Providing & Laying 30 mm Bituminous Concrete (BC) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using aggregates of specified grading, premixed with bituminous binder VG-30@ 5.4% including waste plastic material to the extent of 7% of bitumen by weight of total mix with proper arrangement for addition of plastic waste at proper stage of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORTH specifications. (HSR 17.31.4) Note: - If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. II- Before carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. III- Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.

Providing & Marking center line / side line 2.5mm thick (minimum)with hot applied thermo-plastic compoundwith Reflectorizing Glass beads on Bituminous Surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use. (Based on HSR 34.26)

Providing & fixing Reinforced cement concrete M-25 grade 5th km stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per technical clause 804 of MoRT&H specifications (HSR 34.27.1)

Providing & fixing Reinforced cement concrete M-25 grade precast ordinary kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per technical clause 804 of MoRT&H specifications (HSR 34.27.2)

Providing and fixing Reinforced cement concrete M-25 grade 200 m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per technical clause 804 of MoRT&H specifications (HSR 34.27.4)

Providing and fixing hazard marker sign board 300x900mm rectangular as per IRC 67-2012 with using retro reflective sheeting class B as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MoRT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three-year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (HSR.34.19.2)

Providing & fixing cautionary sign board as per IRC 67-2012 with using retro reflective sheeting class B as per ASTM D 4956 09 and IRC 67 2012, fixed over 3mm to 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 MoRT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. (i) 900x900x900mm triangular (HSR 34.4.2)

(ii) 900mm High Octagon

Providing and fixing steel plate/ steel tube citizen informatory sign boards as prescribed by NRRDA (with two information plates of 750mm x 980mm size each) & other specifications conforming to the MoRD specification 2004; all inclusive, including excavation, concrete etc. Will supply warranty for sheeting Clause 801.3.11

Providing and fixing of typical PMGSY informatory sign board with logo as per MoRD specification and drawing.Three MS plates of 1.6mm thick, top and middle plate duly welded with S flat iron 25mmX5mm size on back on edges,25mmX25mmX5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos,.75mmX75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmX450mmX600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube. All MS will be stove enamelded on both sides. Lettering and printing arrows, border etc. will painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.0.

Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 60-gauge sheet over frame of angle iron 25×5×3 as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing & fixing overhead sign board 6000x1500mm cantilever type single sided using retro reflective sheeting type XI as per ASTM D 4956 09 and as per IRC 67-2012 with retro reflective sheeting as per ASTM D 4956-09 and as per IRC 67-2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350 NB pipe @ 50kg per metre as vertical support, 50NB pipe @ 4.50 Kg per metre and 40NB pipe @ 3.61 kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. (HSR 34.20.1)

Supplying and fixing of single mould twin shank reflective road stubs (cat eyes) made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens with retro reflectance and chromatically values@ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D 4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D 4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylindrical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kg force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications (HSR 34.34)

Providing and erecting a “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized 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 x5 mm, 330 mm long complete as per clause 810

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-15 grade plain cement concrete (Cement content considered @ 240 kg/cum) (HSR 6.22.2.2) Note: - Less cement used as per design mix is recoverable. However no extra payment shall be made if excess is used as per design mix)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the post of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-chief. M-20 grade plain cement concrete. (Cement content considered @ 240 kg/cum) (HSR 6.22.2.1) Note: - Less cement used as per design mix is recoverable. However no extra payment shall be made if excess is used as per design mix)

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope verges and other locations shown on the drawings or as directed by Engineer including preparations of ground, stacking the sods and watering as per clause 307 of MORT&H specification-2013

DEEPAK KUMAR CONTRACTOR

SHIV SHAKTI CONSTRUCTION CO