Athletic Track Bhind Ist Call 2026

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. MP SOR 2024 - SOR ITEM No 2.1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil MP SOR 2024 - SOR ITEM No 2.6

Embankment / Sub grade construction with material obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300 MP ROAD AND BRIDGE SOR - SOR ITEM No 3.13

Granular Sub-base with well graded material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Materials, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Clause 401 MP ROAD AND BRIDGE SOR - SOR ITEM No 4.1

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A. By sensor Paver MP ROAD AND BRIDGE SOR - SOR ITEM No 4.3

Prime Coat Over WMM/WBM Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications. MP ROAD AND BRIDGE SOR - SOR ITEM No 5.1

Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechinal broom and as per relevant clauses of section-503 of specifications. @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) MP ROAD AND BRIDGE SOR - SOR ITEM No 5.3 (ii)

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor 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 clause 505 of specification complete in all respects. Using Batch Mix Plant of appropriate capacity for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) MP ROAD AND BRIDGE SOR - SOR ITEM No 5.6-a-iv

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor 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 clause 507 of specification Using Batch Mix Plant of appropriate capacity for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30) MP ROAD AND BRIDGE SOR - SOR ITEM No 5.7-a-v

Providing laying and rolling of 20 mm thick open-graded premix carpet (thickness not less than 20 mm at any place) conposed of 13.2 mn graded aggregate size @ 0. 18 cum per 10 sqm &11.2 mm graded size 0.09 cum per 10 sqm using with bituminous binder @ 13.43 kg per 10 Sqm (i.e 92% of standard bitumen) and 8 % waste processed plastic by weight shall be used for coating aggregate after its heating as per IRC:SP:98- 2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in s suitable plant, laying and rolling with a three wheel 8 to 10 ton static roller capacity, finished to required level and grades as per technical specification clause 508 to be seal coat of either type A, type B or type C as per technical specification Note- The above shall be included in the DPR and executed with prior written permission from the E-IN-C MPPWD. Bitumen (VG-10) MP ROAD AND BRIDGE SOR - SOR ITEM No 5.23 (i)