Construction of various new roads in Tigaon Constituency in Faridabad District Under 6 Karam Scheme Pahse I

Amount

Construction of Embankment CBR 8% (for new road) 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 [HSR NO 17.6] Note: In case the quantity of earth work calculated with NSL and finished level found to be less than 53460.70 cum. Then actual quantity (less than 53460.70 cum) will be paid. In case quantity worked out is more than 53460.70 cum, then only 53460.70 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 500 mm 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.

Providing and 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 motors grader on prepared surface mixing bty 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. Material 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 NO 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.Material 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 NO 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.Material to be used and operations of manufacturing shall be approved by the Engineer.

Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder VG-10 using aggregate 13 mm nominal size 1.00 cum and bitumen 0.10 MT Per 10 Sqm & laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MoRT&H specifications: 19 mm nominal chipping size, with bitumen (Based on HSR 17.32.3)

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 NO 17.26.2]

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 NO 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. [HSR NO 17.36.3]

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 the same from Engineer-In-Charge before use

Reinforced cement concrete M-25 grade kilometre 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 MORT&H specifications [HSR NO 34.27.3]

Reinforced cement concrete M-25 grade 200 m 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 NO 34.27.4]

Reinforced cement concrete M-25 grade village board size 1.85x0.90x0.075 m of standard design, fixing in position including painting and printing etc. complete as per PWD specifications, minimum reinforcement 16 Kg, Embedded in Ground upto 55 cm, in M-15 Concrete foundation 600x700x145 mm as per Haryana PWD specification [HSR 34.27.5]

Demolishing cement concrete manually by mechanical means including disposal of material with all lead and lift as per direction of Engineer-in-Charge. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) (based on HSR 5.23.2)

Construction of 100 mm dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 150 Kg/ cum Optimum moisture content to be determined during trail length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [HSR NO 17.44] Note: Minimum cement content for this item will be 150 Kg per cum of concrete as per approved job mix formula. If the cement content is more than 150 Kg/ cum then the extra cement will be incidental to work and nothing shall be payable on this account.

Construction of 230 mm un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC of cement concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerized batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications (minimum content of cement 440 Kg/ cum) (based on HSR NO 17.45.6] Note:- Minimum cement content for this item will be 440 Kg per cum of concrete as per approved job mix formula. If the cement content is more than 440 Kg/ cum, then the extra cement will be incidental to work and nothing shall be payable on this account.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m – All kind of soil [HSR NO 4.14.1]

Cement concrete 1:18:16 with stone aggregate 40 mm size in foundation and plinth (HSR 10.100.2)

Brick work with common burnt clay non-modular bricks of class designation 7.45 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) [HSR 7.21.1)

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]

Providing and laying 600 mm 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 masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications (HSR 17.61.1) Notes: 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.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m – All kinds of soil (HSR 4.14.1)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactures in fully automic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of caring, 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 –M-10 grade plain cement concrete (Cement content considered @220 Kg/ Cum (HSR 6.22.2.3) + HSR 6.26.2) Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).

Providing and laying in position machine batched and machine mixed 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 nut excluding the cost of centring, 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. All works upto plinth level (HSR 6.25 i) + (HSR 6.26.1) (Note:- Cement Content considered in this item is @ 340 Kg/Cu. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix.

Providing and laying in position machine batched and machine mixed design mix M-25 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 centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retared setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge. All works above plinth level upto floor IV level (HSR 6.25.2) + providing M-35 grade concrete instead of M-25 grade BMC/ RMC. (note: Cement content considered in M-35 is @ 350 Kg/ cum) (HSR 6.26.2) concrete instead of M-25 grade BMC/ RMC. (Note: Cement content considered in M-35 is @ 350 Kg/cum)(HSR 6.26.2)

Steel reinforcement for R.C.C work, where not including in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stay, hangers and annealed steel wire etc. complete in all respect above 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, coupling, 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 (HSR 6.33.6)

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 toward the wall and provided over the entire surface behind abutment, wing wall return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H specification. (HSR 27.17)

Providing and laying boulders apron on river bed for protection, against scour with stone boulders weighing not less than 40 Kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. (HSR 35.6)

Painting Two coats on New Concrete surface painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (HSR 34.49)

Construction of un-reinforced M-30 grade concrete pavement with dowel jointed, over a prepared sub base, with 43 grade OPC cement with Fly ash (Subject to maximum 25% of cement content) concrete coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregates not exceeding 25 mm mixed in a fully computerized batching and mixed plant as per approved mix design, transported to site in transit mixer with fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved , curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MoRT&H specifications. {HSR 17.45.1}

Centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns. Etc. for mass concrete [HSR 6.30.1]

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [HSR 6.30.2)

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

M S CONSTRUCTION

Navnirman SSR pathways Pvt Ltd