Construction of New road from Northern Bye pass Jind (HAMETI) to Kila Jafargarh via Lijwana Kalan, Fatehgarh, Ramkali, Shamlo Kalan, Kheema Kheri, Biroli to Jind on Raja wali Gohr (Honble C.M. Announcement Code No. 12492 Dated 23.05.2016)

Amount

ROAD SECTION:- 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 masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters.(HSR 6.6)

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

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

Cement concrete 1:5:10 with brick ballast 40mm nominal size in foundation and plinth. (HSR 10.34)

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

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

Cement concrete 1:1½ : 3 with stone aggregate 20mm nominal size in foundation and linth. (HSR 10.42)

Cement Concrete 1:1½ : 3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. [HSR 10.60]

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

Providing & laying in position machine batched and machine mixed design mix M-15 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 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 Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 240 kg/cum.). (HSR 10.64)

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

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 respect. {HSR 10.82 + 10.95 (a)}

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

Reinforced cement concrete 1:2:4 kilometer stone of standard design, fixed in position, including finishing and painting (HSR 10.129+16.75(bii)(ii) Ordinary kilometer stone.

Reinforced cement concrete 1:2:4 kilometer stone of standard design, fixed in position, including finishing and painting (HSR 10.129+16.75(bi)(i) (5th kilometer stone).

Providing and fixing RCC village Boards 1.85x0.90x0.075m size of cement concrete 1:1½:3 with minimum 16 kg. reinforcement finished with 6mm thick cement morter plaster 1:4 including loading, un-loading, carriage to site of work, fixing in cement concrete 1:3:6 pedestral of size 60 cm x 145 cm x 70 cm with minimum 55 cm embedment as approved by Engineer – in- charge excluding painting and lettering.

Reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing and painting. [HSR 10.131 + 16.74 (b)].

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]

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

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

First class brickwork laid in cement sand mortar 1:4 in first storey upto 4 metre above plinth level. (HSR 11.9)

First class brickwork laid in cement sand mortar 1:3 in first storey upto 4 metre above plinth level. (HSR 11.10)

Extra for making tapered surface of brick masonary. (HSR 11.99)

Brick on edge or tile flooring laid in cement sand mortar1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling and cement pointing 1:2 on top. (HSR 14.23)

12mm thick cement plaster 1:4 (HSR 15.5)

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

6mm thick cement plater 1:3 with floating coat on neat cement 1:5 mm thick and one coat of white washing on bearing. (HSR 15.83)

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or 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 / storey’s / basements etc. 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 for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

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)}

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

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)

Construction of embankment, sub grade and shoulders of new road portion at RD 1.775 to 4.355, 5.015 to 9.260, 9.680 to 14.075 14.960 to 18.275 & 22.100 to 28.010 with soil of minimum CBR (4 days soaked) of 8% obtained from borrow area with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of raised road will be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 173429.00 cum. Then actual quantity (less than 173429.00 cum) will be paid. In case quantity worked out is more than 173429.00 cum, then only 173429.00 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at section 5 of DNIT.

Providing and laying 100/150 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI 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 100 mm 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 & laying 75mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam 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 150mm 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 and laying 30 mm compacted thickness of Bituminous Concrete (BC) in one layer with 100 - 120 TPH Batch Type Hot Mix Plant with bituminous binder VG-30 @ 5.4% (minimum) and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher having sufficient screed width so that the BC in full width of the carriage way is laid in single opration without any longititutinal joint with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic tyred roller (PTR) 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 MORT&H specification (Vth revision)-2013 Clause No. 507 complete in all respect. If bitumen required is more than 5.4% as per job mix including waste plastic material no extra payment will be made, Extra bitumen required will be considered as incidental to work. 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.

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.

Providing & erecting OVERHEAD SIGNS gantry supported by M. S. Pipe Structure (MS Pipe should be of TATA/Sail/Jindal/RINL make only) complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including painting with red oxide primer and first quality synthetic enamel paint, 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. (r-Type) frame/truss Size- 3.05 m x 1.525 m Note: - This item is excluding sign boards which will be payable extra as per item No. 42

Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013. (of reputed make such as Avery Dennison/3M/etc.)

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 & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 cms 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 reflector zing 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 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.

Construction of Bridge No.-1 & 2 (Kalwa Drain & Padana Drain) FOUNDATION:- Providing and laying 450 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI 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 in position machine batched and machine mix design mix M-15 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 admixtures in a recommended proportions as per IS:9103 to accelerate, retard setting of concrete, imprve workability without impairing strength and durability as per direction of Engineer-in-Charge in foundation and plinth (Note: Cement content considered in this item is @240 kg/cum) (HSR 10.64)

Providing and laying in position machine batched and machine mix design mix M-35 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 admixtures in a recommended proportions as per IS:9103 to accelerate, retard setting of concrete, imprve workability without impairing strength and durability as per direction of Engineer-in-Charge in foundation and plinth (Note: Cement content considered in this item is @350 kg/cum) (HSR 10.68)

SUB STRUCTURE:- Providing and laying in position machine batched and machine mix design mix M-35 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 admixtures in a recommended proportions as per IS:9103 to accelerate, retard setting of concrete, imprve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4m above plinth level (Note: Cement content considered in this item is @350 kg/cum) (HSR 10.75)

Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards outer face. Complete as per drawing and technical specifications as per clause 2706 & 2200 of MoRT&H specification (N.S)

Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH 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 as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (N.S)

Back filling involving excavation of local sand, carriage with an all lead and lifts, filling in 25 cm layers watering & compacting complete to the entire satisfaction of Engineer incharge (Based on HSR)

SUPER STRUCTURE: Providing and laying in position machine batched and machine mix design mix M-35 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 admixtures in a recommended proportions as per IS:9103 to accelerate, retard setting of concrete, imprve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4m above plinth level (Note: Cement content considered in this item is @350 kg/cum) (HSR 10.75)

Providing and laying in position machine batched and machine mix design mix M-15 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 admixtures in a recommended proportions as per IS:9103 to accelerate, retard setting of concrete, imprve workability without impairing strength and durability as per direction of Engineer-in-Charge in foundation and plinth (Note: Cement content considered in this item is @240 kg/cum) (HSR 10.64)

Providing and laying in position machine batched and machine mix design mix M-30 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 admixtures in a recommended proportions as per IS:9103 to accelerate, retard setting of concrete, imprve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4m above plinth level (Note: Cement content considered in this item is @340 kg/cum) (HSR 10.74)

Providing and laying in position machine batched and machine mix design mix M-40 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 admixtures in a recommended proportions as per IS:9103 to accelerate, retard setting of concrete, imprve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4m above plinth level (Note: Cement content considered in this item is @360 kg/cum) (HSR 10.76)

Providing and fixing 65 mm dia G.I. Pipe hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts. MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as per the directions of the Engineer-in-charge. (N.S)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification .

Providing & Laying 40mm thick compacted Bituminous Concrete (BC) in one layer with 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 tandem rollers to achieve the desired compaction as per clause No. 507, and 113.3 of MoRT&H specification for road and bridge works (5th Revision)/latest edition using minimum 5.40% to bitumen VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen. Instructions 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 is 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 25mm thick mastic asphalt wearing course with paving grade bitumen VG-40 meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MoRT&H Specifications 5th revision 2013

Drainage spouts complete as per drawing and techincal specification as per clause 2705 of MoRT&H specification .

Providing and fixing in position 20mm thcik premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20 mm covered with sealant complete as per drawing and technical specification as per clause 2605 of MoRT&H specification.

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade (HSR 16.3)

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

CENTRING AND SHUTTERING:- Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13)

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

Centring and shuttering for flat surfaces such as suspended floors, roofs, landins, chhajjas, shelves etc. inlination not exceeding 25 degree with horizontal (HSR 9.1)

APPROACHES:- Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means as per clause no. 305.4.3 of MoRT&H specification.

Scarifying Existing Granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads.as per clause no. 305.4.3 of MoRT&H specification.

Construction of embankment, sub grade and shoulders of new road with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of road shall be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 1976.73 cum. Then actual quantity (less than 1976.73 cum) will be paid. In case quantity worked out is more than 1976.73 cum, then only 1976.73 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at section 9 of DNIT. Note: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC –SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land.

Providing and laying 250 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI 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, spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 100mm thick specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H specification for road & bridge (5th Revision) of 2013 latest edition Table 400-13 as per drawing and design directed by the Engineer complete in all respects as per clause No.406.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause of MoRT&H specification 502.

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 as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 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 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 on this account is 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: - 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.

DISMANTLING OF EXISTING BRIDGE:- Dismantling stone masonry dressed stone work, ashlar face work, marble work (b) In cement (HSR 8.1 (b))

Dismantling concrete (d) cement concrete plain 1:2:4 mi (HSR 8.6 (d))

Dismantling concrete (e) reinforceed cement concrete with cleaning and staightening and cutting of bars if required . (HSR 8.6 (e))

Dismantling concrete (a) lime concrete, cement concrete of 1:6:12 or leaner mix. (HSR 8.6 (a))

FOR DIVERSION:- Earth work in embankment with ordinary soil including laying in 25 cm layers, dressing, watering and rolling including compasation of earth and carriage with all lead and lifts complete in all respect not less than 8% CBR (Rate based on HSR)

Brick on edge paving laid dry as per MoRT&H specification 1300 & 2200

Maintenance of Earthen shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. As per MoRTH no. 10.2

FOR HUME PIPE CULVERT:- Earth work excavation in ordinary soil exclusive of compensation of earth - (b) Earth work undressed with a combined lead upto 60 metres including breaking of clods (HSR 6.2 (b) + (c) (i))

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

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

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

Providing & Laying 1000mm 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 mansonry work in head walls and parapets as per MoRT&H specification 2900 (N.S)

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

Removing all types of Hume pipe and stacking with all lead and lifts including earthwork and Dismantling of Masonry works as per MoRT&H specification no. 202 (B) Above 900mm dia (From Diversion after completion of work)

R.C.C. Pre-stressed Concrete Bridge (2 Spans 28.50 Mtr):- FOUNDATION:- Bored cast-in-situ M35 grade with minimum cememt content 350 kg per cum, RCC piles of 1200 mm diameter in all kinds of soil (including hard & boulders ) with Hydraulic Rig excluding cost of steel reinforcement but including the cost of Shoe and the length of pile to be embedded in the pile cap etc, (Length of pile for payment shall be measured from top of shoe to the bottom of the pile cap). All complete as per drawing and conforming to section 1100 and 1700 of MORTH specifications of latest edition and clause 709 of IRC: 78-2000/latest edition including cost of bentonite slurry, initial vertical and lateral load tests, routine load tests and removal of excavated earth with all lifts and lead etc. complete in all respect. (i) 1200 dia piles (A) The scope of work in the above items include: (1) The cost of all initial layout of piles and setting out, initial excavation, if any (2 a) The cost of boring through all types of soils/existing road/ pavement, removal of all obstruction like boulders, old foundation concrete or rock to be paid in relevant item above by chiseling or any other method as approved by the Engineer-in-charge. If a bore is abandoned for any reason no payment shall be made for such incomplete boring and shifting of the equipments (2 b) The cost of filling up of the empty bore, if required (3) The cost of preparation, circulation and handling of bentonite slurry. (4) The cost of disposal of all spoil, bentonite waste to keep the work area neat. (5) The cost of providing temporary liner and its withdrawal, if required below adjoining ground level (irrespective of the R.L of the adjoining ground level) for vertical piles) (6) The cost of providing and mixing all ingredients of cement concrete (except reinforcement steel) including admixtures, with batching plant, transporation, placement of concrete by tremie pipe for the required lengths of pile including providing cover blocks, stiffeners, handling bars etc. for safe handling of reinforcement cage. (7) The cost of breaking of pile head not earlier than 3 days after concreting and to remove spoil concrete to bring the pile head to the socketing level including cleaning and arranging the extended reinforcement bars as per drawings. (8) The cost of working for all leads, lifts, pumping / bailing out of water, labour, material and equipment etc. (9) The cost of mobilizing to site, installation at different locations transferring / dismantling, shifting, reinstalling and removal from site of the piling rigs and / or other equipments and all accessories including working plateforms (10) The cost of identification, protection and maintenance of existing services, if any, which in the opinion of Engineer-in-charge are likely to be affected by piling operation incl. temporary shifting of such services to facilitate piling job shall also have to be done, if so required by the Engineer-in-charge and the cost for the same as assessed by the engineer-in-charge shall be reimbursable. (11) The cost of barricading and all traffic safety requirements as specified in the tender document. (12) The cost of all incidentals, labour, material, equipment and works required to execute the job. The item also includes any other incidental expenditures for completing the job as per the direction of the engineer-in-charge (13) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP. (B) Mode of measurement: (14) Initial vertical load testing, horizontal load testing, routine load tesing required as per IS : 2911 part (iv) and as per MoRT&H specification (1) Length of pile shall be measured from cut off level to the tip of the pile correct to a cm in case where the pile is terminated. The rock level shall be determined as per criteria mentioned elsewhere in the tender document for payment of boring through rock (2) Reinforcement steel shall be measured & paid separately

Earth work in excavation for Pile caps (Abutment, Piers) in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts as per clause No. 304 of MoRT&H Specifications 5th revision 2013 and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included (MORT&H 304).

Providing and laying plain cement concrete M15 grade minimum with cememt content 240 kg per cum,(aggregate 20mm nominal size) leveling course below the pile cap,return wall etc.using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500 and 1700 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum,for construction of pier pile caps, abutment pile caps, etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1500, 1700 & 2100 of MoRT&H Specifications - 2013 (A) The scope of work in the items include: (1) The cost of all initial layout and setting out work including identification of existing services, if any. (2) The cost of all pumping/bailing out of water, including its labour, mateiral and equipments. (3) The cost of providing centering and shuttering including its erection, dismantling and removal of formwork including all leads and lifts with all required tools and plants to the required line and level. (4) The cost of providing and mixing all ingredients (except reinforcement steel) including admixtures etc. with batching plant, transportation, placement, finishing and curing of concrete. (5) The cost of maintenance and protection of existing services, if any which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting of such services to facilitate construction of pile cap work shall also have to be done, if so required by the Engineer-in-charge, and the cost for the same as assessed by the Engineer-in-charge shall be reimbursable. (6) The cost of installation of any fixture into the pile cap (cost of fixture to be paid separately) (7) The cost of barricading and all safety requirements as specified elsewhere in the tender document. (8) The cost of testing of all the materials, involved in the execution of items as per QAP. (9) The cost of all incidental labour, materials, equipment and works required to execute the job as per directions of engineer-in-charge. (B) Mode of measurement: (1) Measurements shall be made for the finished volume of reinforced cement concrete restricted to volume as per approved drawing (excluding cost of reinforcement steel only). Quantity of concrete of piles, which has gone into the pile caps shall be deducted. Reinforcement shall be measured & paid separately

Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe- 500 EQR/Fe 500 D grade or more for RCC work as per relevant BIS specification and drawing in RCC works in Foundations,sub structure , super structure and any other work in the BOQ .The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 &2200 of MORT&H specification 2013 / Latest edition for road and bridges works (MORT&H 12.40)

SUB STRUCTURE:- Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum,for construction of pier caps, abutment caps, piers dirt wall return wall etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1500, 1700 & 2200 of MoRT&H Specifications - 2013 (A) The scope of work in the item includes (1) The cost of all incidental work required including providing, placement and removal, shifting of shuttering, cleaning, oiling & maintenance, rection & removal of staging, scaffolding and form liner etc, for piers, pier caps, bearing pedestals and other works as stated in other parts of the tender document. (2) The cost of casting of a mock pier at casting yard true to line, level and shape s per the direction of the Engineer-in-charge. (3) The cost of casting of pier, pier caps, abutment, abutment caps etc. including providing and mixing all ingredients and admixtures etc. in batching plant, transportation, placement, compacting, finishing and curing, placing in position inserts with pier/pedestals as per specification and the direction of the Engineer-in-charge. (4) The cost of disposal of all spoils and to keep the work area neat and tidy during the work and thereafter. (5) The cost of barricading and all safety requirements as mentioned elsewhere in the tender documents. (6) Installation of any fixtures into pier/pier cap etc (cost of fixtures in any, to be paid separately. (7) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge. (8) The cost of testing all materials involved in the execution of the item as per QAP. (9) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc. (B) Mode of measurement: (1) Measurement shall be made for the finished volume of concrete only and will be restricted to the dimensions shown in the approved drawing. (2) Reinforcement steel shall be measured & paid separately.

Providing and laying reinforced cement concrete M-40 grade with minimum cememt content 360 kg per cum,for construction of bearing padestals etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1500, 1700 & 2200 of MoRT&H Specifications - 2013 (A) The scope of work in the item includes (1) The cost of all incidental work required including providing, placement and removal, shifting of shuttering, cleaning, oiling & maintenance, rection & removal of staging, scaffolding and form liner etc, for piers, pier caps, bearing pedestals and other works as stated in other parts of the tender document. (2) The cost of casting of pier, pier caps, abutment, abutment caps etc. including providing and mixing all ingredients and admixtures etc. in batching plant, transportation, placement, compacting, finishing and curing, placing in position inserts with pier/pedestals as per specification and the direction of the Engineer-in-charge. (3) The cost of disposal of all spoils and to keep the work area neat and tidy during the work and thereafter. (4) The cost of barricading and all safety requirements as mentioned elsewhere in the tender documents. (5) Installation of any fixtures into pier/pier cap etc (cost of fixtures in any, to be paid separately. (6) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge. (7) The cost of testing all materials involved in the execution of the item as per QAP. (8) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc. (B) Mode of measurement: (1) Measurement shall be made for the finished volume of concrete and will be restricted to the quantity as per approved drawings, Reinforcement steel shall be measured & paid separately.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Metco / Sanfield make) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 parts I&II respectively and other parts conforming to BS:5400, sections 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specification (MoRT&H no. 13.16) Free Bearing (POT cum PTFE bearing 190 MT capacity)

Guided Bearing (GL) (PTFE sliding asembly bearing free longitudinally 190 tonne capacity)

Guided Bearing (GT) (PTFE sliding asembly bearing free longitudinally 190 tonne capacity)

Fixed Bearing (POT cum PTFE bearing 190 MT capacity) (A) The scope of work of this item includes (1) The cost of design and submission of bearing design & drawings for approval to Engineer-in-charge. (2) The cost of testing of bearings as per IRC 83 (3) The coeficient of friction between PTFE and SS Plate shall be taken as 5% for designing the bearings. The range of total movement of guide and free bearing shall be 30mm. The bearings shall be pre-set in the factory as specified in the approved drawing. (4) The cost of placement of various types of bearings or its components in position during casting of pier, pier cap etc. as per detailed specifications / instructions attached, including grouting of the holes and ready mix grout underside of base plate with approved quality of non shrink cementatious grout is included in the scope of the item. (5) The cost of all materials, labour, equipments, tools and plants, machinery required for execution of works (6) The cost of cleaning of blocks, placing and grouting anchor bolts in position after proper leveling and pre-setting. (7) The cost of maintenance of bearings during construction and maintenance period. (8) The cost of supervision by bearing manufacture(s) during installation. (9) The cost of testing of all the material involved in the execution of item as per QAP. (10) The load test and other tests on completed bearings as specified by MoRT&H as acceptance criteria.

Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/Wing wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards outer face. Complete as per drawing and technical specifications as per clause 2706 & 2200 of MoRT&H specification (MoRT&H no.13.8)

Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH 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 Wing wall to the full height compacted to a firm condition complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (MoRT&H no. 13.10)

Back filling behind abutment, wing wall and Wing wall complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 & 2200 of MoRT&H specification (MoRT&H 13.9)

SUPER STRUCTURE:- Providing and laying reinforced /Pre Stressed cement concrete M-45 with minimum cement content 370kg per cum for construction of PSC Girder , diaphragms-, etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering, scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level at site using appropriate method all complete (excluding the cost of reinforcement steel). As per MORT&H Specification for road and bridges works – 2013 (Vth revision)/ latest edition) (MORT&H 1500,2300 & 1700) (A) The scope of work in the item includes. (1) The cost of initial layout ensuring correct levels. (2) The cost of design of the job mix. (3) The cost of providing and mixing all ingredients including admixtures etc. with batching plant, transportation, placement, compaction, steam curing and finishing etc., which shall also involve preparation of surface, placing in position with anchorages as per specification and the direction of the Engineer-in-charge, complete job. (4) The item includes the cost of disposal of all spoils and to keep the work area neat and tidy during the work and there after. (5) The item includes the cost of barricading and all safety measures including management of traffic as desired by the Engineer-in-charge and as specified elsewhere in the tender document. (6) The item includes the cost of foundation preparation, making casting bed to take care of loads and settlements. (7) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge. (8) The cost of testing all materials involved in the execution of the item as per QAP. (9) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc. (10) The item also includes cost of transportations of precast girders to site, launching and other operations with respect to launching thereof and putting in place, if required. (B) Mode of Measurement: (1) Measurement shall be made for the volume of finished concrete only and will be restricted to the quantities as per the dimensions shown in the approved drawings. The reinforcement steel shall be measured & paid separately.

Providing and laying reinforced cement concrete M-40 grade with minimum cememt content 360 kg per cum for construction of deck slab etc using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1100,1500,1700 and 2300 of MoRT&H Specifications 5th revision 2013)

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specification as per clause 1800 of MoRT&H specification (MoRT&H 14.3)

Providing laying and fixing in position reinforced cement concrete Crash Barrier at the edges of the road, approaches to bridge structure and medians, constructed with M-40 grade with minimum cememt content 360 kg per cum concrete (Including reinforcement ), including centering shuttering and form work etc. conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure on which it is built and installed as design given in the enclosure to MOST Circular No. RW/NH-33022/1/94-DO III dt. 24th June 1994, as dimensions in the approved drawing and at locations directed by the Engineer as per clause No. 811 of MORT&H specification-2013. (A) The scope of work in the item includes: (1) The item includes the cost of preparation, fabrication, casting, fixture, placing and fixing in position using fastnersand pickling. (2) The item includes the cost of painting alongwith one coat of anticorrosive primer. (3) The item includes the cost of testing of all materials involved in the execution of the items as per QAP. (4) The items includes all other incidental expenditure for completing the jobs as per direction of Engineer-in-charge. Mode of measurement Measurement shall be made in running meter complete as per dimention shown in approved drawing.

Providing and fixing 65 mm dia G.I. Pipe hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts. MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as per the directions of the Engineer-in-charge. (N.S)

Providing and installing single strip seal expansion joints of SANFIELD,METCO,MAGEBA and M/s steel auto industrial with a total allowable maximum movement 70mm as per Clause 2606 of MORTH specifications for Road and Bridge Works (5th Revision) 2013 supplemented with manufacturer’s recommendations. Entire installation is to be carried out strictly in the presence of manufacturer's representative only, at all times. The seal of the expansion joint shall be such as not to permit any dust collection at all times. (A) The scope of work in the item includes: (1) Cost of all materials, labours, equipment and other incidental charges for execution of this item. Supervision during installation by the manufacturer is also included. (2) Installation & fixing of expansion joints as per manufacturers specifications and design / drawing approved by the engineer-in-charge including chipping of concrete, cleaning of concrete and reinforcement bars, leveling, necessary shuttering, pre-setting, welding etc. (3) Item to included necessary provision and filling of recess for the expansion joints at no extra cost. (4) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP and testing of completed and installed joints as per the acceptnce criteria of MoRT&H. (B) Mode of measurement: (1) The expansion joints shall be measured in running meters. The length payable is the actual length provided at site including vertical parts of kerbs / crash barriers, footpath etc.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2)

Providing & Laying 40 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 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 CRMB-55 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 25mm thick mastic asphalt wearing course with paving grade bitumen VG-40 meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MoRT&H Specifications 5th revision 2013 (A) The scope of work in the item includes: (1) The cost of all the operations involved to complete the job as given under section 505 of MoRT&H specifications for road and bridge works (Fourth revision) 2001 including the cost of arrangement of all material, machinery, tools & plants, manpower of all categories as per the directions of the Engineer-in-charge. (2) The submission and approval of the Job Mix formula from the Engineer-in-charge. (3) The cost of testing of all the materials involved in the exection of the finished item of bituminous concrete as per the requirement given in section 900 of MoRT&H specification for road and bridge works (fourth revision) 2001 and as per the specification. (4) The all other incidental expenditures for completing the job as per the directions of the Engineer-in-charge. (B) Mode of Measurement: (1) The item shall be measured and paid for by the area of the carriageway covered by the membrane.

Drainage spouts complete as per drawing and techincal specification as per clause 2705 of MoRT&H specification (MoRT&H no. 14.9) (A) The scope of work in the item includes: (1) The providing, placing, joining and fixing the drainage pipes with all necessary pittings, tools and tackles etc., complete as per the approved drawing. (2) The cost of works to make taping all points to be leak proof, tested etc. including all couplers, materials, manpower and tool and tackle etc. complete as per the direction of Engineer-in-charge. (B) Mode of Measurement: (1) The measurement shall be made in number for the drainage port supplied and installed at site. The payment for the pipes will be made in running meters. The quantity will be restriced to the length as shown in the approved drawings.

Providing and laying plain cement concrete M 15grade with minimum cememt content 240 kg per cum (aggregate 20mm nominal size) below Approach slab.using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No.2700 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum concrete in Approch slab using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (including the cost of reinforcement steel) as per clause No. 1500,1600,1700 & 2704 of MoRT&H Specifications 5th revision 2013

Sand filling in foot path complete as per drawing and technical specification as per clause 304 of MoRT&H specification (Based on MoRT&H 12.3)

Providing and fixing PVC pipe 150 mm dia in footpath for Utilites etc. (N.S)

Providing and laying 60mm thick interlocking pever blocks of all shapes and colours in design mix cement M-35 over a bed of 25mm thick fine sand complete in all respect (HSR item no. 10.158 )

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum for construction of kerb in footpath using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1500,1700 and 2200 of MoRT&H Specifications 5th revision 2013).

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause 803 of MoRT&H specification (MoRT&H no. 8.8)

APPROACHE ROAD:-Construction of embankment with approved matrial obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 as per clause 305 of MoRT&H specification. (MoRT&H no. 3.16) not less than CBR 8%

Construction of granular sub-base 150mm by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2)

Construction of granular sub-base 100 mm by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2)

Providing & laying 100mm thick (Compacted) stone metal (G-II) 63 to 45mm gauge wearing coat to Water Bound Macadam 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.

TOE WALL:- Earth work in excavation in foundation all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts as per clause No. 304 of MoRT&H Specifications 5th revision 2013 and to keep the work area neat and tidy during the work and thereafter. The cost of backfilling and restoration of road, if required shall be included (MORT&H 304).

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. as per clause 408 of MoRT&H specification (MoRT&H 9.1)

Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical spcecification as per clause 1300 of MoRT&H specification (MoRT&H 12.5)

DISMANTLING OF EXISTING BRIDGE:- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (MoRT&H 2.4 (ii) (B))

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead(MoRT&H 2.4 (i) (B))

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (MoRT&H 2.4 (i) (C))

Dismantling lime concrete/ cement concrete grade M-10 and below (MoRTH&H 2.4 (i) (A)

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 :- Dismantled bricks in shape of brick bats @ Rs. 450/- per Cum

Old Steel in the shape of scrap @ Rs. 20/- per Kg

Shri Balaji Constructions

M/s Suraj Construction Company