construction of HL Bridge over Dhanapura Escape in place of vented cause way on Newal Gheer Garhi Birbal road to Japti Chhapra via Rnadoli at RD 2580 in Karnal Distt

Amount

Earthwork in excavation for foundation in Foundation of structure as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material complete in all respect as per clause No. 301,304,309 of MORT&H specification for road and bridge works (5th revision) of 2013 / latest edition.

Providing and laying 450 mm /250 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. Material and operation manufacturing shall be approved by engineer in charge.

Providing and laying plain cement concrete M 15 (aggregate 20 mm nominal size) in open foundation. 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, 1700 & 2100 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete M-35 grade in open Foundation, concrete 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. 1000, 1500,1700 & 2100 of MoRT&H Specifications 5th revision 2013.)

Supply, fixing, cutting, bending, with all leads, lifts and depths fixing in position reinforcement of any diameter, TMT Fe-500-D in foundation as per relevant BIS specification and drawing .The rate shall include cost of all material including tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, support bars, overlaps, labour, transportation, storing and all other incidental charges, tools & plants etc Complete. (Fe -500-D Grade) include all costs as per clause No. 1600 & 2200 of MoRT&H Specifications 5th revision 2013

Providing and laying reinforced cement concrete M-35 grade in sub structure, concrete 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. 1000, 1500,1700 & 2200 of MoRT&H Specifications 5th revision 2013.)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia P.V.C.pipe, pressure 6kg/cm2 extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Clause 13.8 - 2706 & 2200.

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 (MoRT&H no. 13.10)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification MORT&H clause No. 710.1.4 of IRC-78 and 2200.

Supply, fixing, cutting, bending, with all leads, lifts and depths fixing in position reinforcement of any diameter, TMT Fe-500-D in sub structure as per relevant BIS specification and drawing .The rate shall include cost of all material including tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, support bars, overlaps, labour, transportation, storing and all other incidental charges, tools & plants etc Complete. (Fe -500-D Grade) include all costs as per clause No. 1600 &2200 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete M-35 grade in super sturcture (Deck Slab, haunches etc.) Concrete 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. 1000, 1500,1700 & 2300 of MoRT&H Specifications 5th revision 2013.)

Providing and laying plain cement concrete M 15 (aggregate 20mm nominal size) leveling course below Approach slab. 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, 1700, 2100 & 2700 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete M-30 grade 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.

Provision of reinforced cement concrete crash barrier at the edges of the road approaches to bridge structures and medians, constructed with M-40 grade concrete with TMT Fe-500 reinforcement conforming to IRC:21 and dowel bars 25mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular no. RW/NH-33022/194-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per MORT&H Specification Clause 811.

Providing and fixing 65 mm 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 railing 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)

Supply, fixing, cutting, bending, with all leads, lifts and depths fixing in position reinforcement of any diameter, TMT Fe-500-D in super structure as per relevant BIS specification and drawing .The rate shall include cost of all material including tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, support bars, overlaps, labour, transportation, storing and all other incidental charges, tools & plants etc Complete. (Fe -500-D Grade) include all costs as per clause No. 1600 & 2200 of MoRT&H Specifications 5th revision 2013.

Providing and laying tack coat with bitumen n VG-10 grade pressure distributor at the rate of 0.25 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 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 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 25mm thick mastic asphalt wearing course with paving grade bitumen VG-30 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 100 0 C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H Specification (Vth revision) – 2013)

Drainage System: Providing and laying PVC drain pipes, spouts, G.I steel gratings over formed holes in deck slab, fixing 150 mm dia G.I. pipes ISI mark at every pier etc. as per approved drawings including bends, collars, clamps, fasteners, threading etc., complete as per clause No. 2705 of MoRT&H Specifications 5th revision 2013.

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

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface of MORT&H specification. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. As per clause 803 of MORT&H specification.

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) . Painting on Crash Barrier and Deck slab.

Scarifying existing bituminous surface to a depth of 50mm by Mechanical means as per clause no. 305.4.3 of MORT&H specification

Scarifying existing Granular surface to a depth of 150 mm and disposal of scarified material within all lifts and lead up to 1000 metres 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 lessthan 5114.32cum. Then actual quantity (less than 5114.32 cum) will be paid. In case quantity worked out is more than 5114.32 cum, then only 5114.32cum 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, laying 250 mm thick in two layers spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 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 as per drawing and design directed by the Engineer complete in all respects as per clause No.406. (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 applying primer coat with bitumen emulsion (S.S grade - I) 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 MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No. 502. (N.S.)

Providing and Laying 50 mm thick Compacted bituminous macadam in (BM) in one layer with 100-120 TPH 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. Note: - Where there is BM 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 20 mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from drum type hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS).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:-Before laying PC on existing black top all cracks shall be sealed as MoRT&H specification (5th edition) 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 and 3004.3.3 of MoRT&H specification (5th edition) 2013 respectively. Proper measurement and consumption shall be entered in MB for fog seal/or crack filling/ or patch work but no payment on this account shall be made as fog seal/or crack filling/ or patch work is/are incidental to work.

Providing and laying ‘B’ type seal coat with VG-10 grade bitumen excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013

Brick on edge paving laid dry (Based on MORT&H No.13.1). Complete in all respect as per clause 1300 & 2200 of MoRT&H specification (5th edition) 2013

Plan cement concrete 1:3:6 mix with crusted stone aggregates 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per MoRT&H Specification clause 408. (MORT&H No. 9.1)

Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering. As per drawing and technical specification clause 1300 (MORT&H No. 12.5).

Brick Masonry work in cement mortar 1:3 in sub structure complete excluding pointing and plastering. As per drawing and technical specification clause 1300(MORT&H No. 13.1).

Providing and laying 1000 mm dia reinforced cement concrete pipe NP4/ Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mansonry work in head walls and parapets. As per drawing and technical specification clause 2900 (MORT&H No.9.2).

Pointing with cement mortar 1:3 on brick work in sub structure as per technical specification clause 1300 & 2200 (MORT&H No. 13.2)

Removing all type of Hume pipe and stacking with in a lead of 1000 metres including earthwork and Dismantling of Masonry work. As per drawing and technical specification clause 202 (MORT&H No. 2.4 (ix) B). Above 900 mm dia (from diversion after completion of work).

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 of 1000 meter. (MORT&H 2.4 (ii) (B)). (Dismantling brick/tiles work)

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 of 1000 meter. (MORT&H 2.4 (i) (B))(Cement Concrete Grade M-15&20).

Dismantling of Cement concrete payment by mechincancal means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designeated locations and disposal of dismanlteld materials upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately. (MORT&H 2.6) (RCC Grade M-20 &above).

Providing and laying of stone boulder apron laid in wire crates made with 4 mm dia G.I wire conforming to IS :280 & IS:4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 per cent extra foe laps and joints laid with stone boulders weighing not less than 40 kg. each as per MORT&H Specification clause 2503.

Providing and laying filter media underneath pitching in slopes complete as per drawing and MORT&H technical specification clause 2504.

Providing and laying pitching on slopes laid over filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and MORT&H technical specification clause 2504.

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 / scarifying of existing bituminous crust have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled / scarified material can be issued for use in any of the item for the work after modification (bringing it to required specifications) on approval from the employer. In case it is not possible to use this material on the work, the agency can take away this material. The material can be taken away by the agency at the price quoted by the agency. However, the reserve price is as under :- i) Brick Bats @ Rs.450 per Cum

i) RCC pipe 1000 mm dia @ Rs.2500/- each

ii) GSB Rs.560/-Cum.

I.P. Consultant

Sandhu Construction Company

S S BUILDERS

Chaudhary and Co.

Krishna Construction Co