Widening and Strengthening of Chhachhrauli Bilaspur road to Panch Mukhi Hanuman Mandir (ID 717) ( 0.00 to 0.54) in Yamuna Nagar District

Amount

Milling of distress bituminous layer upto 20mm 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 for safe disposal with all leads & lifts Complete in all respects Note- The quantity of milled bituminous mix material shall be recovery item as mention in BOQ item No-41.

Earth work excavation in ordinary soil exclusive of compensation of earth- Earth work undressed with a combined lead upto 15 meters including breaking of clods. (HSR 6.2) (b) Note- Disposal of Surplus earth as desired by Engineer-in-Charge with all lead and lift will be incidental to eartn and no payment will be made for disposal.

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing, dry brick work {HSR 8.5 (i)}

Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) 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 and laying 100mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, 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 surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth 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 laying 100mm thick granular sub base consisting of Drainage layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, 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 surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth 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 & laying 75mm thick (Compacted) stone metal (G-I) 63 to 45mm 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 desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (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 & laying 75/225mm 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 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 30mm 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 appropriate 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 nothing 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. Note: - 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.

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

Supply collection and carriage if First class brick 22.86cm x11.11cmx6.86cm from approved kiln to site of work shall be made from good brick earth conforming to 3.5 of Haryana PWD specification 1990 edition in stacks of 50 bricks length, 2 bricks width and 10 bricks height parallel to the center line of the road Bricks shall be free from saline deposits and shall be sand molded. They shall be thoroughly brunt without vitrified and shall have uniform deep red, cherry or copper colour. They shall be regular and uniform in shape and size with sharp and squares arise and parallel faces. They must be homogeneous in texture and emit a clear ringing sound on being struck. They shall be free flaws, cracks , chops, stones, nodules or lime or kankar and other blemishes complete as per Haryana PWD specification No. 3.5.1990 First Edition. (NS)

Laying brick on end edging length-wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soiling. {HSR 24.6 (b)}

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.

Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900x300mm with back support of M.S. angle 25x25x3mm and post of 50x50x5mm, 1500mm high embedded into 0.3x0.3x0.3m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type IV specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5mm thick Aluminium on both sides. (of reputed make such as Array Dennison/3M)

Pavement marker (Cat Eyes) Molded shank raised pavement markers made of 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 load of 16000 Kgtested in accordance to ASTMD 4280 type H and compplying to specification of category A of MORTH Circular No.RW/NH/33023/10-97-DO III dt. 11.06.1997. The Height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 sqcm on each side and the slope to the base shall be 35+/-5 degree. Thestrength of detachment of the intergrated cylindrical shanks, (of diameter not less than 19+/-2mm and height no less than 30+/-2mm) from the body is to be a holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive as per manufactures's recommendation andcomplete as directed by the engineer (of reputed make suchas 3m etc.)

Providing & fixing Reinforcement cement concrete 1:2:4, 200mtrs stone of standard design fixed in position including fixing painting and lettering.

Reinforced Cement Concrete 1:1½:3 studs of standard design, fixed in position, i/c finishing with exterior paint & primer coat & one 100mm wide retro reflective prismatic band consisting of 3mm ACP having high intensity micro prismatic sheeting confirming to IRC: 67:2012 on it duly fixed with 5 numbers 2” long screws with roller plug complete in all respect as per drawing in Section-9.

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

Centring and shuttering for faces of walls, partitions, retaining walls,well steining and the like (vertical or battering) including attached pilasters etc. (HSR 9.5)

Cement concrete 1:6:12 with stone aggregate 40mm nominal size in foundation & plinth (HSR 10.32)

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation & plinth (HSR 10.41)

Cement concrete 1:1 ½ :3 with stone aggregate 20mm nominal size in foundation & plinth (HSR 10.42)

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

Design mix cement concrete of grade M-15 with minimum cement contents 315 Kg/cum in foundation & plinth (HSR 10.64)

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work but excluding steel-reinforcement centring and shuttering in foundation and plinth (HSR 10.79 + 10.95 (a)

Cement concrete 1:1½:3 with stone aggregate 20mm 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 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.86+10.95 (a))

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

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

First class brick work laid in cement sand mortar 1:3 in first storey upto 4 meter above plinth level (HSR 11.10)

Cement pointing 1:2 deep variety on brick & tile work (HSR 15.60)

6mm thick cement plaster 1:3 with floating coat of neat cement 1.5 mm thick & one coat of white washing on bearing of R.C.C slab (HSR 15.83)

Applying priming coat with metal primer on new steel or iron work including preparing of surface (HSR 16.9)

Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on new steel or iron work (HSR 16.17)

Wrought iron & mild steel (using angles, flats, square bars, tees & channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates & tree guards etc., including cost of screws & welding rods or bolts & nuts complete fixed in position (HSR 18.12)

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732. Wastage, overlaps, couplings, welded 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). (NS).

Making & filling expansion joints, with bituminous filler (bitumen 40%, asbestos 5% & sand 55%), 12 mm wide (HSR 24.34)

Providing lowering, cutting, jointing and testing 1000mm dia RCC pipe class NP-3 as per IS 458-2003 with spigot & socketted joints manufactured with ISI mark sulphate Resistance cement as per ISI 12330 with rubber rings ISI marked, antiternmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1½ concrete sand mortar and with end dowels filled with 1:1½ concrete 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 dully described in HSR item no-29.38, 29.44, 29.45 & 29.46 including catrage loading and unloading complete in all respects. Note- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacture abd ISI mark alongwith bill dully valid ISI certificate of manufacture should be supply. Without these bills certificate no payment shall be released.

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Scarified material @ Rs. 1126.80 Per Cum

Good bricks @ Rs.4.50 Each

Brick bats @ Rs.400 per cum Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

S.S Associates

M/S Om Parkash And Co.

THE BANKAT CO-OP L AND C SOCIETY LTD