Upgradation of Kharkara to Bahuakbarpur via Mokhraroad from Km. 0.00 to 15.05 of Meham Block Under PMGSY-III Batch -III (Package No. HR16-III-304)

Amount

Clearing and Grubbing Road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause no. 201 of MoRD specification Rural roads-2004.

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 laying, watering and compacting of 200 mm GRANULAR SUB BASE COARSE (G-III) graded by providing well graded material spreading in uniform layers with mortar grader on prepared surface mixing in a mechanical mix plant at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification of MoRD clause 401 for Rural Roads 2004). Note: - Only crashed material should be used, no, local earth/sand shall be used. The material finer than 425 micron shall have zero plasticity index (P-I) 2. Material and operation manufacturing shall be approved by Engineer.

Providing & laying 75 mm thick (Compacted) stone metal (G-III) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with three wheeled power rollers of 80-100 kN capacity or tandem or vibratory of 80-100 kN static weigth to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause no 405 of MoRD specification for Rural Roads-2004) as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by 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 BM using the reclaimed material to the extent of 30% of the required quantity, hauling and stockpiling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in 100-120 TPH Batch type hot mix plant, with appropriate arrangement for use of R.A.P., transporting and laying at site with hydraulic paver finisher with sensor control to the required grade and compacting to the required grade level and thickness with appropriate rollers all as specified in clause 519 (5th Revision) of 2013 using bitumen VG-30. (Minimum Bitumen's 3.40% i/c bitumen of retrieved material as per job mix formula) complete in all respect. (For Patch work/Pot holes). Note: -1. The milled material to be used in BM shall be minimum 80% of the theoretical quantity. of material 2. If bitumen required more than 3.40% as per job mix formula no extra payment will be paid extra bitumen required will be considered as incidental to work. 3. 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.

Providing & Laying 30 mm Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hours using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4% per cent 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.

Removal of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or as desired by Engineer. (HSR 17.67)

Relaying of available (removed and stacked) CC block M-30 size 450x300x150mm and spreading 25mm thick sand underneath filling joints with sand as per technical specification clause 1503 (HSR 17.68)

Providing and laying 80mm thick ISI interlocking paver blocks conforming to IS 15658:2006/IRC SP 63:2004 of all shapes and colours in design mix cement M-40 over the bed of 30mm thick fine sand complete in all respect. (HSR 17.69.2)

Manufacturing, laying of table vibrator cement concrete blocks of size 450mm X300mm X 150mm of cement concrete (C.C) M-30 grade and spreading 25mm thick sand under neath and filling joints with sand on existing base as per Technical specification Clause 1503 of MoRD specification for Rural roads 2004.

Providing & fixing Reinforced cement concrete M-25 grade precast 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 meter 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)

Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. Note: In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately

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.34.19.1)

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 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) 600 mm Circular (HSR 34.7.2)

(iii) 800mm x 600 mm rectangular (HSR 34.8.2)

(iv) 600 mm x 450mm rectangular (HSR 34.9.2)

(v) 600 mm Equilateral Triangle (HSR 34.5.2)

(vi) 900 mm High Octagon

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 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 MS flat iron 25mmx5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos,.75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be 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 1700.1.

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. The lower plate will be welded with MS angle iron frame of 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 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be 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. Drawing attached at page no- of DNIT

Providing and fixing overhead sign board 3050x1525mm 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 cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50 NB 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)

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)

Earth work in excavation of foundation of structures as per drawing and technical specification,clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, anddisposal uptoa lead of 50 m, dressing of side and bottom andbackfilling in trenches with excavated suitable material as per clause no. 305 of MoRD specification Rural roads-2004.

12 mm thick Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications (HSR 11.5.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering1:4:8 (1 cement: 4 Coarse sand (zone-III): 8 graded stone aggregate 40mm nominal size) (HSR 6.1.6)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering CC 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- CC 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.14.1)

Plain cement concrete grade M-15 in open foundation complete as per drawing and technical 1500, 1700 and 2000 of MORT&H Specifications (HSR 15.8.1)

Reinforced Cement Concrete Grade M-30 using concrete mixer in open foundation complete as per drawing and technical 1500, 1700 and 2000 of MORT&H specifications. (HSR 15.8.7.1)

Brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in cement mortar 1:4 (HSR 7.21.1)

Centering and shuttering including strutting, propping etc. and removal of form for- Suspended floors, roofs, landings, balconies and access platform (HSR 6.30.3)

Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. Note: - Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 6.33.6)

Providing and Laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH 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 abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in Brick masonry/plain/Reinforced concrete abutment, wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications clause No. 614, 709, 1204.3.7 of MoRD specification 2004.

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H specification clause 2705 with 6 meter long GI 100mm dia drainage GI light pipe (For Bridges) (HSR 27.44.1)

Ms Swastika Constructions

Ms PRN Construction Company