S/R for Wdg., Stg. and Raising with IPB of Punhana Jurhera road to Jainwant via Kherla from Km. 0 to 4.60 in Nuh Distt. (Road ID 1282 and 1283) (Extended length)

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead – All kinds of soil. (HSR 4.14.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – C C 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size). (HSR 6.1.6)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - C C 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size). (HSR 6.1.7)

Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - C C 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.1.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - C C 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size). (HSR 6.1.2)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies. (HSR 6.30.3)

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand). (HSR 7.21.1)

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand). (HSR 11.5.3)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing. (HSR 11.25.2)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. 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 of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500 D or more (HSR 6.33.6)

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)

Milling on Bituminous Surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. (HSR 17.43.2)

Dismantling of road including, soiling and wearing coat, screening and stacking of old serviceable material, complete in all respect. (Based on HSR 17.3) (Dismantling upto 300 mm). (HSR 17.3)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1 :2:4 or leaner mix (i/c equivalent design mix) (HSR 5.23.2)

Removal of existing IPB by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 m as per technical specification clause 202.3. (HSR 17.70)

Removal of existing CC block pavement including transporting and stacking useable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. (Based on HSR 17.67)

Excavation for roadwork in soil by manual/mechanical means including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROW as per technical clause 301 of MORT&H specifications. (HSR 17.74)

Construction of Embankment (raising) with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (Based on HSR 17.6) Note: In case the quantity of earth work calculated with NSL and finished level found to be less than 4129.53 cum. Then actual quantity (less than 4129.53 cum) will be paid. In case quantity worked out is more than 4129.53 cum, then only 4129.53 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. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications. (HSR 17.5.3)

Providing & laying 150 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 (Based on HSR 17.15.1) 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-I) (63 mm to 45 mm with screening Type “A” 75 mm each layer), 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 (Based on HSR 17.23.2)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 Type “B” 75 mm each layer) , 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 (Based on HSR 17.23.2) 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(Grade-I) @ 0.60 kg per sqm 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 (Based on HSR 17.25)

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 (Based on HSR 17.26.2)

Providing & laying 50 mm BM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh material including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 3.4% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in BM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 3.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. (Based on HSR 17.43.1)

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. (HSR 17.27.2) Note: If bitumen required is this account more than 3.40% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.

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. (Based on HSR 17.33.1)

Providing and laying of premix sand seal coat 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 to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (Based on HSR 17.36.3)

Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 (HSR 17.66.1)

Providing and Laying 80 mm thick ISI marked Interlocking 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.(HSR 17.69.2)

Construction of embankment (on berms) with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications. (HSR 17.7) (Use Excavated earth)

Demolishing dry brick on end edging pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within any lead. (HSR 17.75)

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. (HSR 34.26) Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved thbe same from Engineer-In-Charge before use.

Reinforced cement concrete M25 grade Kilometer stone for village road of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR 34.27.3)

Reinforced Cement Concrete M25 grade 200 meter stone of standard design as per IRC: 8 -1980, fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications (HSR 34.27.4)

Reinforced cement concrete M15 grade boundary pillar of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (HSR 34.28)

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 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 :- (i) Good Bricks @ Rs.5/- Each Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

Brick Bats @ Rs. 500/- P.cum

Stone Metal @ Rs. 630/- P.Cum

R K JAIN INFRA PROJECTS PRIVATE LIMITED