Haryana Rural Roads And Infrastructure Development Agency Tender

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 RoRD specification-200. Instruction issued from time to time bby MoRD regarding VG-10 will be followed strictly.

Providing loying 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 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 mising 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 I5-6241. 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 15 14962:2017. 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) C.C. Block M-30 Size 450x300x150mm and spreading 25 mm thick sand underneath filling joints with sand as per technical specification clause 1503. (HSR 17.68)

Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M./G.S.B base as per technical specification clause 1503 (HSR 17.66.1)

Excavation for roadwork in soil by mechanical means including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROWas per technical clause 301 of MORT&H & specifications. (HSR 17.74)

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)

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 at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared suface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRD specification-2004, Note: 1.Only crushed stone metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity index (P1). 2. Materials to be used and operations of manufacturing shall be approved by engineer.

Providing & fixing Reinforced cement concrete M-25 grade precast 5th kilometer stone of standard design as per IRC:8-1980, fixing in position Including painting and printing etc complete as per technical clause 804 of MORTH specification (HSR 34.27.1)

Providing & fixing Reinforced cement concrete M25 grade precast Ordinary kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications- (HSR 34.27.2)

Providing & fixing Reinforced cement concrete M25 grade 200 meter stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR 34.27.4)

Providing & fixing Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting 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 MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and 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 various cautionary sign board as per IRC 67- 2012 with using retro reflective Sheeting Class B 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 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 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and 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 EQUILATERAL TRIANGLE (HSR 34.4.2)

600 MM circular (HSR 34.7.2)

800x600 rectangular (HSR 34.8.2)

600x450 rectangular (HSR 34.9.2)

600x600x600mm triangular (HSR 34.5.2)

900 mm High Octagon

Providing & 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 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 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and 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 Applled Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising 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 number, 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)

Supplying and fixing of single mould twin shank reflective road studs 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 face with retro reflectance and chromaticity values @ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical 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 kgf 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 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 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 enameled on both sides. Lettering and printing arrows, border etc. will paint 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 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

Earth work in excavation in foundations, trenches etc. in all kind of soils, not exceeding 1.5 m depth including dressing of bottom and sides of trenches, staking the excavated soil clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed, within a lead of 30 metres. (HSR 4.14)

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- All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum(HSR 6.22.2.2)

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

Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 prestressed Concrete Pipe 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 600 mm dia, as per clause 2900 of MORT&H specifications (HSR 17.61.1) 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.

12 mm thick Plasering 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 shuttering - All work below plinth level and up to Floor IV level:1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)(HSR 6.1.6)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded 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 - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)(HSR 6.14.1)

Steel reinforcement 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)

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

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.All works up to Plinth Level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)(HSR 6.22.2.3)

Reinforced cement concrete M-35 With Batching Plant, Transit Mixer and Conerete Pump in sub-structure/Super-structure complete as per drawing and & 2200 MORT&H Specificaation 1500, 1700 and 2200 (HSR 27.12.1.2)

Providing and laying of Filter media with granular 710.1.4.of materials/stone crushed aggregates satisfying IRC:78 and the requirements laid down in clause 2504.2.2. 2200 of MoRT H specifications to a thickness of not less than 600 mm 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 (HSR 27.17)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD 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 MOST circular No. RW/NH -33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified i) Excavation and backfilling are incidental to work and not to be measured separatel (HSR 34.31)

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. (HSR 11.75.2)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.-Nominal concrete 1 :2:4 or leaner mix (i/c equivalent design mix) (HSR 5.23.2) (CC pavement)

Construction of 100mm dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications Note:- Quantity provided for aggregate is for estimating purpose. Exact quantity shall be as per mix design. (HSR 17.44)

Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. (HSR 17.45)

Removal of existing IPB by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 m as per technical specification clause 202.3 (HSR 17.70) and Removal IPB will be deposite to PWD store on RMR basis and record on MB.

Providing and fixing of typical PMGSY Maintenance sign board with logo as per MoRD specfication and drawing Three MS plates of 1.6mm thick, top and middle plate duly welded with S flat iron 25mmx5mm size on back of 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 steel plate tube posts duly embaded in cement concrete M15 Grade block of 450x450x600mm below ground level. The top most diamond plate will be welded to middle plate by 47x47mm 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 ocats of epoxy paint as per drawing Clause 1701 and Annexure 1700.0.