Haryana Rural Roads And Infrastructure Development Agency Tender

Preparation of sub-grade including trenching rough dressing of soil, final dressing of earth to given levels and chamber , watering, rolling with road roller and compacting the bed in all respect before laying paving material [confirming to clause 301 of MoRD specification for Rural Roads-2004] Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.

Providing laying, watering and compacting of 150/200 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 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 and operation manufacturing shall be approved by Engineer.

Providing & laying 75 mm thick (Compacted) stone metal (G-I) 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:- Only crushed stone metal material should be used. No local earth/ natural occuring sand shall be used. The material finar than micron shall have zero plasticity index. (PI) 2. Material to be used and operations of manufacturing shall be approved by engineer.

Providing & laying 150 mm thick (Compacted) stone metal (G-II) 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:- Only crushed stone metal material should be used. No local earth/ natural occuring sand shall be used. The material finar than micron shall have zero plasticity index. (PI) 2. Material 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 bitumen emulsion @ 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 with in 24 hours of laying prime coat, then tack coat would have to be provided by the contractor but no payment of 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. 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) complete in all respect. Note: -1. The milled material to be used in BM shall be minimum 80% of the theoretical quantity. 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 and Laying 50 mm thick Compacted bituminous macadam in (BM) in one layer by drum type hot mix plant and paver finisher with sensor control to the required grade, level, aligment and rolling with appropriat rollers as specified as per clause No. 504 table No. 500-4 of MoRD specification using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRD regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRD specification in mandatory. If bitumen required is this account more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note: - 1. 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.

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 1702 of MoRD specification . Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads .the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use.

Dismantling of existing interlocking paver blocks pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS)

Relaying old 80 mm thick interlocking paver blocks over 30 mm thick fine sand including transportation from road side where stacked excluding cost of interlocking paver blocks and complete in all respect as per specifications (NS).

Providing & laying 80mm thick ISI marked interlocking paver blocks (conforming to IS 15658 2006)/ IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed on 30mm thick fine sand complete in all respect. (HSR 10.159)

Providing & fixing kilometer stone made of concrete as per specified design conforming to MoRD specification No. 1703, all inclusive, including cost of concrete, fixing, painting writing etc. ( conforming to MoRD specifications for Rural Roads-2004)

Providing and fixing 200 m stone made of concrete as per specified design conforming to MoRD specification no. 1703; all inclusive, including cost of concrete, fixing, painting, writing etc. ( conforming to MoRD specifications for Rural Roads-2004).

Providing and fixing reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing but excluding painting ( conforming to MoRD specifications for Rural Roads-2004).

Providing and fixing retroeflective hazard marker confirming to IRC 79:1981 of size 900x300 mm with back support of M S angle 25x5x3 mm and leg postof80mm dia having 1.6mm thickness dulypainted,1500 mm high embedded into 0.3x0.3x0.45m M20 gradeConcreteaspersite requirements, micro- usingnon-metallic prismaticretro-reflectivesheet confirming to IRC: 6720'12 type lY specificationfixed on 3 mm thick aluminum composite Material sheete as base having 0.5 mm thick aluminumon both sides.

Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retroreflective sheet conforming to IRC: 67 -2012 type lV HIP specification fixed on 3 mm thick Aluminium anel,having 0.5 mm thick Composite Aluminium on both sides supported on Mild Steel Pipe leg post 80mmNB,1.6mm thick duly painted in alternative color of black and white embeded M-20 Grade concrete foundation of size 450mm x 450mm x 600mm, complete as per drawings, Technical Specifications and as directed by Engineer-in-Charge. 900 mm equilateral & triangle

600 mm Circular

800 mm x 600 mm rectangular

600 mm x 450 mm rectangular

600 mm equilateral & triangle

900 mm High Octagon

Providing and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY.

Construction of cement concrete PMGSY information board in CC 1:2.5:5 (M15) with skin reinforcement of 8 mm dia HYSD bars @ 300 mm C/C both ways size (as per drawing annexure-ii) including excavation, base concrete (M-15), priming, painting two coats synthetic enamel paint on new concrete surface including painting-figring Logo and Slogen including writing of all information about the road etc. complete. As directed by the Engineer incharge.

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. Drawing attached in DNIT

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, erecting OVERHEAD SIGNS gantry supported by M. S. Pipe Structure complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R.C. C. foundation for providing of M. S Tubular structure for Cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Note: Foundation including reinforcement etc. as per Drawing. Cantilever Over head Sign gantry. frame/truss Size- 3.05 m x 1.525 m

Providing and fixing sign boards on the gantry as provided in the item No. 27 above, of size 3.05m x 1.525m made out of retro-reflective sheeting of high intensity micro prismatic grade confirming to IRC:67 – 2012 Type IV standard fixed on 4mm thick Aluminum Composite Panels (ACP sheet) as base board with pressure-sensitive adhesive numerals etc.) and borders of Retro Reflective Boards with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides. The message (legends, letters, numerals etc.) and borders of Retro Reflective Boards shall be of cut letters made in transparent overlay film pasted over the base sheeting with pressure sensitive adhesive or as instructed by the manufacturers or as directed by the Engineer-in-Charge. Note:- 1.) Work will be carried out as per MoRTH specification for road and bridges works (5th revision). 2.) Retro-reflective sheeting of high intensity micro-prismatic grade confirming to IRC 67-2017 Type-IV Standard shall be of Avery Dennision/3M make only. 3.) Warranty and Durability as per clause 801.3.11 of MoRTH Specification 5th Revision will be applicable which is reproduced as under:- The contractor shall obtain from the manufacturer a ten year warranty for satisfactory field performance including stipulated retro-reflectance of the retro-reflective sheeting of micro-prismatic sheeting and a seven-year warranty for high intensity grade and submit the same to the Engineer. The warrenty shall be inclusive of the screen printed or cut out letters/legends and their bonding to the retro-reflective sheeting. The contractor/supplier shall also furnish the LOT numbers and certification that the signs and materials supplied against the assigned work meets all the stipulated requirements and carry the stipulated warranty and that the contractor / supplier is the authorized convertor of the particular sheeting. All signs shall be dated during fabrication with indelible markings to indicate the start of warranty. The warranty shall also cover the replacement obligation by the sheeting manufacturer as well as contractor for replacement/repair/restoration of the retro-reflective efficiency. A certificate in original shall be given by the sheeting manufacturer that its offered retro-reflective sheeting has been tested for various parameters such as co-efficient of retro-reflection, day/night time colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance; the tests shall be carried out by a Government Laboratory in accordance with various ASTM procedures and the results must show that the sheeting has passes the requirements for all the above mentioned parameters. A copy of the test reports shall be attached with the certificate.

Pavement marker (Cat eyes)Molded shank raised pavement marker made polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a lad of 16000 Kg tested in accordance to ASTM D 4280 Type H. The height, width and length shall not exceed 50mm and 100mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall 35+/-5 degree.The strength of detachment of the intrgratedcyclindrical shanks(of diameter not less than 19+/-2mm and height no less than 30+/-2mm) from the body is to be a minimum value of 500 kg .Fixing will be bt drilling without nails and using epoxy resin based adhesive as per manufacturer’s recommendation(of reputed make such as 3M etc.)

Earth work in excavation in foundations of structure as per drawing and technical specification, clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deterious matter, and disposal with all lead and lift, dressing of side and bottom and back filling in trenches with excavated suitable material as per clause No. 305 of MoRD specification Rural Roads-2004

Design mix cement concrete of grade M-10 with minimum cement contents 220 Kg./cum in foundation and plinth (HSR 10.63)

Providing and laying in position machine batched and machine mixed design mixed M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixture in recommended proporations as per IS 9103 to accelerate, retared setting of concrete, improve workability without imparing strength and durability as per direction of Engineer-in-Charge in foundation and plinth. ( Note Cement concrete considedere in this item is @ 240 Kg. / Cum) (HSR 10.64)

Providing and laying in position machine batched and machine mixed design mixed M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixture in recommended proporations as per IS : 9103 to accelerate, retared setting of concrete, improve workability without imparing strength and durability as per direction of Engineer-in-Charge in foundation and plinth ( Note Cement concrete considedere in this item is @ 300 Kg. / Cum) (HSR 10.65)

Providing and laying in position machine batched and machine mixed design mixed M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixture in recommended proporations as per IS : 9103 to accelerate, retared setting of concrete, improve workability without imparing strength and durability as per direction of Engineer-in-Charge in foundation and plinth ( Note Cement concrete considedere in this item is @ 330 Kg. / Cum) (HSR 10.66)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

First class brick work laid in cement sand mortar 1:3 in foundation and plinth (HSR 11.5)

10 mm thick cement plaster 1:3 (HSR 15.2)

Cement pointing 1:3 deep variety on brick and tile work. (HSR 15.61)

Fe-500 E.Q.R. TMT Steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (HSR 18.22) NOTE-Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, exckuding overlaps. from the length so measured, the weigth of reinforcement shall be calculated in tones on the basis of IS:1732. Wastage, overlaps, couplings,weleded joints,spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.

Providing and laying of filter media with granular material/stone crushed aggregates satisfying the requirements laid down in cl. 2504.2.2 of MoRT&H specification-2013 and Clause No. 710.1.4 of IRC- 78-2014 to thickness of not less than 600mm with smaller size towards the wall and provided over the entire surface behind abutment, to the full height compacted to the firm condition in all respect as per drawing and technical specifications.

Providing weep holes in abutment wing wall return wall, portal walls, median walls and box walls with width 100mm dia PVC pipe, extending through the full width of structure with slope IV:20H towards drawing force with in all lifts and leads compete as per drawing and as per MoRT&H Technical specification clause No. 2706 & 2200 (as per data book). (a) 100mm dia PVC pipe 6 Kg. pressure.

Applying priming coat with cement primer with two coat paint with ready mixed exterior paint in all shade on newy plastered or concrete surface of wall (HSR 16.25+16.26)

Providing lowering, cutting jointing and testing 600mm dia RCC pipe class NP3 as per IS-458-2003 which Spigot & socketted joints manufactured with ISI marked antiternmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenching and jointing with 1 : 11/2 cement sand mortar and with end dowels filled with 1 : 11/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item no. 29.38, 29.44, 29.45 & 29.46 including cartage loading and unloading complete in all respects. (HSR 29.96)

Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soils 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 for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist 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 of 8%. Note:- No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

1st year Maintenance as per biddibg document

2nd year Maintenance as per biddibg document

3rd year Maintenance as per biddibg document

4th year Maintenance as per biddibg document

5th year Maintenance as per biddibg document

NOTE:- 1. The bidder is not required to quote his rate for rouitne maintenace.The rates to be paid for routine maintenance are indicated in the bill of Quantities.Further,the payment for routine maintenace to the contractor shall be regulated based on his performance of maintenance activities.as per chapter eleven of rular road in manual (IRC-SP-20-2002) available on contract data to general conditions of contract. 2. in case of any difference in the Unit & nomenclature of any HSR item of Civil. P.H. work depicted in this DNIT and the given in HSR, the unit and nomenclature given in HSR shall be applicable. 3. Only reputed make material will be used (make / brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items / works at site.