Construction work of 07-07 meter wide service road on both sides of 04 lane Yamuna Expressway to Vrindavan (Pagal Baba Temple) Road Chainage- 0.000 to 3.500 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-201(2,03)

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) (MoRTH-305 (3,16)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 (Carted Earth) (MoRTH-305 (3,18)

Construction of Granular Sub Base by Providing 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 401B

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 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 406.

Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MoRTH Specification No. 5.01 (502 A)

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./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). (MoRTH-503)

Providing and laying Dense Graded Bituminous Macadam grade-2 with higher capacity 100-120 TPH plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50% by weight of total 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 & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 505 Complete in all respects.

Providing and laying bituminous concrete grade-2 with higher capacity batch 100-120 TPH 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

Providing & Laying NP-4 350mm pipe RCC concrete pipe for culvert on first class in single row including fixing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.as per SI.No.-11, CH.No.-20

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

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 SI.No.-13.4.1, Ch.No.-13

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 & Floor as per SI.No.-4.1.3, Ch.No.-5

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, Ch. No.-5

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

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: 18.34.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per DSR (2023) Code No. -18.34 Rate based on CPWD DSR-2023 for Mathura of cost index 106 (18896.70 x 0.735 = 13889.07 = 13889.07 x 106/107 = 129.80 = (13889.07 + 129.80=14018.87)

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)

Coursed rubble masonry (First sort) with hard stone in foundation and plinth wirh cement mortar 1:6 (1 Cement : 6 course sand) as per SI.No.-7.6.1, Ch.18

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 21)

Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 21)

Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 21)

Maintenance of Fourth Year (@0.75% of Total Work Amount of 1 to 21)

Maintenance of Fifth Year (@1% of Total Work Amount of 1 to 21)

M/s Akash Deep Construction Compnay (BID ID -5104330)

M/s R L A Constructions (BID ID -5104466)

J S S Infratech (BID ID -5112944)

SRS EXPRESS PRIVATE LIMITED (BID ID -5114090)

M/s Raj Laxmi Enterprises (BID ID -5106692)

SHREE RAM STONE SUPPLIERS PRIVATE LIMITED (BID ID -5106559)

M/S KAKA CONS (BID ID -5105209)

Shakuntlam Builtech (BID ID -5114943)