CONSTRUCTION OF 9 SPANS 21.00 M EACH H.L. BRIDGE OVER GHAGGAR RIVER CROSSING LINK ROAD FROM RANIA TO KUTTABADH ROAD IN SIRSA DISTT. (C.M. ANNOUNCEMENT CODE-10479 DT. 20.07.2015)

Amount

Bored cast-in situ M-35 grade R.C.C pile (1200 mm dia) using Hydraulic Rig excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, & 1700 in MoRT&H specification (HSR 15.30)

Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud,dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. (HSR 15.47)

Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100 (HSR 15.42) (a) Initial and Routine load test

Lateral load test

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications (HSR 15.1.2) Mechanical Means, Depth upto 3 m

Depth 3 m to 6 m

Depth above 6 m

Providing and laying of PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700 (HSR 15.44)

Providing and laying of Cement concrete for reinforced concrete (M-35) in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification.(HSR 15.43.4.2)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600. (HSR 15.45)

Providing and laying of Plain/Reinforced cement concrete in sub structure complete as per drawing and MoRT&H Specifications 1500,1700 and 2200. With Batching Plant, Transit Mixer and Conerete Pump (HSR 27.12.1.2)Height upto 5 met.

Providing and laying of Plain/Reinforced cement concrete in sub structure complete as per drawing and MoRT&H Specifications 1500,1700 and 2200. With Batching Plant, Transit Mixer and Conerete Pump (HSR 27.12.2.2) Height 5 to 10 met.

Furnishing and Placing Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.34.1.1)

Supplying, fitting and fixing in position true to line and level POT -PTFE bearing 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 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRT&H Specifications. (HSR 27.23)Free Bearing (POT cum PTFE bearing 290 MT capacity)

Guided Bearing (GL) (PTFE sliding asembly bearing free longitudinally 290 tonne capacity)

Guided Bearing (GT) (PTFE sliding asembly bearing free longitudinally 290 tonne capacity)

Fixed Bearing (POT cum PTFE bearing 290 MT capacity)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications clause 1600 & 2200. (HSR 27.13)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications (HSR 27.15)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification (HSR 27.17)

Furnishing and Placing Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.32.2.1) For T-beam & slab, 23-33 per cent of labour,material and machinery cost

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRT&H specifications (HSR 27.38)

Construction of RCC railing of M-30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, including reinforcement complete as per approved standard plans of MORT&H vide drawing no. SD/202 and MoRT&H specifications. (HSR 27.42.2)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) as per clause 2606 of MoRT&H specification (5th Revision,2013) (HSR 27.55)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications.(HSR 27.51.3)

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.2)

Providing and laying 40mm thick bituminous concrete (BC) with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG -30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controlto the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Note: - I 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. II - 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. III - 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. (HSR.17.31.2)

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, 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 at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 1DDC, 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 no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) (HSR 27.44.1)

Providing & Marking center line / side line 2.5mm thick (minimum) with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Note: - Before start of work the contractor shall give brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use. (Based on HSR.34.26)

Providing & laying 225 mm Granular Sub-Base with Coarse Graded Material - Grading-I (Table:- 400-2) Construction of granular sub-base by providing coarse 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.of MORT&H specifications. Grading I material 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 the engineer.

Providing and laying of PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700 (HSR 27.45)

Providing and laying of Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704.(HSR 27.46)

Providing and fixing PVC pipe 150 mm dia 6 kg pressure in footpath for cable etc ISI mark (HSR 9.57.3)

Providing and Laying 60 mm thick ISi marked lnterlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect.(As per HSR 17.69.3)

Providing and Laying 80 mm thick ISi marked lnterlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.(As per HSR 17.69.2)

Sand Filling in Safty kerb/Footpath complete as per Drawing and Technical Specifications MORT&H clause 1207 (HSR 15.26.1)

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (HSR 27.49)

Milling of distress bituminous layer upto 20mm depth in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) Including picking up milled material and stacking old useful material in PWD Store /Site as per direction of Engineer and milled material will be handed over to the department after proper stacking as per direction of Engineer.

Dismantling of road including, soiling and wearing coat, screening and stacking of old serviceable material, complete in all respect.

Demolishing cement concrete 1:2:4 or leaner mix by manually/ mechanical means including disposal of material within all lead lift as per direction of Engineer - in - charge.

Demolishing brick work in cement mortar by manually/ mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead and lift as per direction of Engineer-in-charge.

Construction of embankment, sub grade and shoulders of approaches of bridge 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 and x-section given in D/E. 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 26970.95 cum. Then actual quantity (less than 26970.95 cum) will be paid. In case quantity worked out is more than 26970.95 cum, then only 26970.95 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. 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 WBM (G-I) 63 mm to 45 mm with screening of Type ‘A’ in layer of 75mm each, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 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 the engineer

Providing, laying WBM (G-II) 53 mm to 22.4 mm with screening of Type ‘B’ in layer of 75mm each, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 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 the engineer

Providing and applying primer coat with bitumen emulsion SS-1 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 technical clause 503 of MORT&H specifications.

Providing and laying Bituminous macadam 50 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG -30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501. 7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size) Note: - I If bitumen required is more than 3.40% as per job mix formula no extra payment will be made and extra bitumen required will be considered as incidental to work. II - 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.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. (HSR 17.33.1)

Providing and laying of premix sand seal coat type ‘B’ premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid with paver finisher mechanical to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (HSR 17.36.3)

First class dry brick on edge flooring or paving in ordinary bounded courses or bound, laid as described in item no.21.13. (HSR 21.14)

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 technical clause 3003 of MORT&H specifications (HSR 17.48)

Providing and laying stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification as per clause 2504 of MoRT&H specification (HSR 35.9.1) Stone/Boulder

Providing and laying Filter material underneath 2504 pitching in slopes complete as per drawing and Technical specification (HSR 35.10) Includes Mazdoor required for trimming of slope to proper profile and preparation of bed.

Plain cement concrete 1 :3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications (HSR 15.5)

Brick Masonry Work in Cement Mortar 1 :3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 (HSR 15.6.1)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. (HSR 15.8.2)

Excavation for roadwork in soil by mechanical means in all type of soil including hard rock, cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead as per technical clause 301 of MORT&H specifications.

Providing and Laying Reinforced cement concrete pipe NP4 1200 mm dia pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1200 mm dia, as per clause 2900 of MoRTH specifications (HSR 17.62.2) Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released

Pointing with cement mortar (1:3) on brick work in substructure as per MoRT&H Specifications (1300 & 2200) (HSR 27.2)

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge (HSR 5.53.2)

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. (HSR 35.7)

Providing and laying of Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. (HSR 15.8.1)

Providing and laying of Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. (HSR 15.8.8.2) Using Batching Plant, Transit Mixer and Concrete Pump

Furnishing and Placing Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.32.1.1)

Recovery of 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 scarifying of existing WBM crust including bituminous crust have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used inany of the item for the work after modification (bringing it to required specifications) on approval from employer, in case it is not possible to use this material on the work, the agency can taken away this material. This material can be taken away by the agency at the price quoted by the agency However the reserve price is as under:- (a)NP-4 Pipe 1200mm dia recovered from diversion @ Rs.3677/- Mtr.

Brick bats @ Rs.400/-Cum

Mehta Construction Co.