Upgradation of Garnauthi to Khanaur via Kakrana Sundana road from Km. 0.00 to 17.900 in Rohtak Distt. under PMGSY-III Batch-III

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.

Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 3000-2 as per technical clause 305 of MoRT&H specifications (HSR 17.5.3)

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 laying 150mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading-1 of MoRD specification, mixing in a mechanical mix plant of OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MoRD specifications-2004. Note:- 1.Only crushed 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 to be used and operations of manufacturing shall be approved by Engineer.

Providing & laying 75/150 mm thick (Compacted) stone metal (G-II) 63mm to 45mm 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 primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer mix including silane at the rate of 1.0 kg/sqm using mechanical means as per Technical specification clause 502 of MoRD specification Rural roads-2004. Instructions issued from time to time by MoRD regarding bitumen emulsion will be followed strictly.Note:- Bituminous Macadam to be laid with in 24 Hrs. of laying primer coat & Tack coat does not required to be provided above the primer coat. However, if the BM is not laid within 24 hours of laying of prime coat than tack coat would have to be provided by the contractor but no payment at the same shall be made and it would be incidental to work.

Providing and applying Tack coat of VG 10 ( 80/100 grade) bitumen using bitumen @ 0.25 kg per sqm including 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 Drum 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). 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 and rolling of open graded pre mix carpet (PC) of 20mm thickness composed of 13.2 to 5.6 aggregates using bitumen VG-10 @1.36 kg per sqm. (93% bitumen) and processed waste plastic @ 0.10 Kg/Sqm (Waste Plastic 7%) as per IRC SP -98 -2013 to required line , grade and level to serve as wearing course on previously prepared base , including mixing in a suitable plant, transported to site , laying with paver finisher and rolling with three wheeled 80-100 kn static roller capacity or with other approved equipment, finished to required level and grades as per MoRD specification clause 508. NOTE- 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 and laying ‘B’ type seal coat with VG-10 grade bitumen @ 0.68 kg per sqm of road excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 510 of MoRD specification for rural roads 2004.

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 blocks 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 80 mm thick ISI marked lntertocking 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 30 mm thick fine sand complete in all respect. (HSR 17.69.2)

Manufacturing, laying of table vibrator cement concrete blocks of size 0.450m x 0.300m x 0.150m 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 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)

Reinforced cement concrete M15 grade boundary pillar of standard design as per IRC: 25-1967, fixed in position including finishing and lettering but excluding painting (HSR 34.28)

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 C 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)

600 mm Circular (HSR 34.7.2)

800mm x 600 mm rectangular (HSR 34.8.2)

600 mm x 450mm rectangular (HSR 34.9.2)

600 mm Equilateral Triangle (HSR 34.5.2)

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.

Providing and fixing of typical PMGSY maintenance board as per MoRD 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 frme 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

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 frme 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 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.

Providing & Marking center line / side line 2.5mm thick (minimum)with hot applied thermo-plastic compound with 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, and disposal upto a lead of 50 m, dressing of side and bottom and backfilling 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)

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 @240kg/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 cement is used as per design mix)

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)

Providing and laying 600mm dia reinforced cement concrete pipe NP-4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per clause 2900 of MoRT&H specifications Note: - Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released. (HSR 17.61.1)

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)

RSR CONSTRUCTION COMPANY

Sh. Bhupender Singh Contractor