Stg. IPB of road from Rania Mohamadpuria Balasar Naiwala Dhudianwali Bacher upto Raj. Border Km.0 to 35.00 MDR 139 Km.5.45 to 13.60 HSAMB Road ID 5888 in Sirsa Distt. reinvited

Amount

Milling of distress bituminous layer upto 50mm depth in a single pass with suitable milling machine (capable of milling @ 200-300 sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to required specification to reuse with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects. Note I:- The unutilized quantity of reclaimed bituminous mix material shall be a recovery item as mention in BOQ item No. 29.

Providing & laying 150/225 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 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 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 the engineer.

Providing and laying first coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundred square metre. Clause 509 of MoRT&H specification.(5th edition ) 2013 (NS).

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.)

Providing & Laying 30 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic tyred roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPA and tandem rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. 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. 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.

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, but 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. 305and 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 attached at DNIT at Section -5. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms wide/ 15cm 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. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. 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.

Manufacturing, supplying and laying of precast cement concrete rectangular block (0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 340 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position over bed prepared with 25mm thick fine sand and filling up the joints with fine sand (NS)

Providing and laying 80mm thick ISI marked interlocking paver blocks confirming to IS: 15658:2006/IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respects. [HSR 10.159]

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm. layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres(HSR 6.6).

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.39)

Cement concrete 1:8:16 with brick ballast 40mm nominal size in foundation and plinth. (HSR 10.26)

First class brick work laid in cement sand mortar 1:5 in foundation and plinth (HSR 11.3)

Providing, lowering, cutting, jointing and testing 600mm dia RCC pipe Class NP-3 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked , antitermite as required at site , into trenches, for all depths and laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches , if required , Jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar and finishing the joints at 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. 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.

Striking joints in lime or cement on brick and tile walls. (HSR 15.69(a)).

Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layer including ramming, watering and consolidating lead upto 30 metres. ( HSR 6.13(a)

1st class brick work laid in cement sand mortar 1:4 foundation and plinth.(HSR 11.40)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. Note:- Reinforcement shall be measured in length including heoks, if any separately for different in diameters as actually used in work, excluding overlaps, wastage, overlaps, Couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other method for binding and placing shall not be measured and cost of these items shall be deemade to be included in the rates for reinforcement. (HSR 18.22)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.82 + 10.95 a)

Cement concrete 1:1.1/2:3 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.42)

Making and filling expansion joints, with bituminous filler (Bitumen 40 percent, asbestos 5 percent and sand 55 percent), 12mm wide. (HSR 24.34)

Cement concrete 1:6:12 cement pointing 1:2 (HSR 10.32)

Cement pointing 1:2 deep variety complete in all respect to specification (HSR 15.60)

Providing & laying Reinforced Cement concrete 1:2:4 5th kilometer stone of standard design as per fixed in position including finishing and painting and writing etc (HSR 10.129(i))+16.75 b (i))

Reinforced cement concrete 1:2:4 Kilometre stone of standard design, fixed in position, including finishing but including painting.(10.129 (ii) +16.75( b (ii))Ordinary KM stone

Reinforced cement concrete 1:2:4 200 mtr. stone of standard design, fixed in position, including finishing and painting. (NS)

Providing and fixing RCC village Boards 1.85x0.90x0.075mtr with CC 1:1½:3 including cost of steel and 6mm thick CM plaster 1:4, loading and un-loading carriage at site of work, fixing of site in CC 1:4:8 and painting sign board with synthetic enamel paint two coat complete in all respect as per drawing and design. (NS)

Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect.