Widening and Strengthening of 7.00 m to 10.00 m width from Mathura-Sadabad road to Brahmandghat via Gokul, Raskhan Samadhi Road Chainage - 0.800 to 8.300 in District Mathura

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.MORTH 2.03 (201)

Excavation for roadwork in soil with hydraulic excavator including 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 upto 1000m 3.06(301)

3.16 (305) Construction of Embankment with Material obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.(Carted Earth)3.16(305) MORTH

Construction of Granular Sub Base by Providing Graded Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401

Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam specification including premixing the material and water at O.M.C. in machenical mix plant carriege of mixed material by tipper to site, laying in uniform layers with grader in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Specification 406.(B)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (ETA) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% emulsion in Uniform single layer on sub base/subgrade and compacting with the road roller to achieve th desire density.

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bitumenous Surface).

Bituminous Concrete Providing and laying bituminous concrete with higher capacity100-130 batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site, laying 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 MORTH specification clause No. 507 complete in all respects

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. Mannual (Small work) as per SOR SI.N0-251,

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. as per SOR SI.N0-4.1.8,

Class-150 brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I. No. 6.8,

Supply & Laying of Compacted 45~63 Stone Ballast under hume pipe

Cement Plaster in 1:3 Cement & Coarse Sand as per DSR.No.-13.9.1,

Providing & Laying of 1000mmHume Pipe etc.complete.as per SI.No.-11,

Providing & Laying of 600mmHume Pipe etc.complete.as per SI.No.-11

Providing & Laying of 350mmHume Pipe etc.complete.as per SI.No.-11,

Relaying of I shaped precast Interlocking tiles of thickness 100mm (Rubber molded grey) (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (for Labour work Only) as per SI.No.17, Ch. No.-20 (Relaying of Dismentaled Old Tiles on Both Side Pattries)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge in cement mortar as per DSR.No.15.7.4,

R.C.C. work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement, Above plinth level upto fifth floor lable 1:1.5:3 (1 cement:1.5 coarse sand : 3 graded stone) as per SOR DSR No.-5.1.2,

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.(coarse sand not less than in 2.36 FM) as per SI.No.-4.1.6,

12mm thick Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. (1cement : 3 coarse sand) As per S.I. No. 13.9.1

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. as per SOR SI.N0-4.1.3,

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. as per SOR SI.N0-6.1.1,

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. as per SOR SI.N0-13.4.1,

Coursed rubble masonry in 1:6 as per SI.No.-7 with hard stone in foundation and plinth with Cement Mortar 1:6 Cement and Coarse Sand S.I 7.6.1

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications. As per MoRT&H Specification No.16.05 (2504)

Providing and laying Pitching on slopes With stone Boulder Weight of 40kg laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.. As per MoRT&H Specification No.16.04 (2504)

Maintenance Charge including @ Earth Work, repair of painted surface,(Bituminous) Earth Work on patri, Drain, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment.

Maintenance of First Year (@ 0.00% of Total Work Amount of 1 to 28)

Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 28)

Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 28)

Maintenance of Fourth Year (@0.75% of Total Work Amount of 1 to 28)

Maintenance of Fifth Year (@1% of Total Work Amount of 1 to 28)

M/S ANMOL ASSOCIATES (BID ID -5063695)

MAA Aadi Shakti Infrabuild India Pvt. Ltd. (BID ID -5063539)