Construction of Both side Carriageway of 120 mtr. wide road Ch. 6.336 km to ch 6.586 km and Ch. 6.836 km to ch 7.051 km Between Sector-16 and 17 at YEA. WC-01

Clearing grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared. UPPWD/SOR-2020/YEIDA/2.32

Earth work in rough excavation, banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per (MOST /A.R./YEIDA) For all kind of soil.UPPWD/SOR-2020/YEIDA

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density)UPPWD/SOR-2020/YEIDA /

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the grade and disposal of surplus earh lead upto 50m. UPPWD/SOR-2020/YEIDA/16.1

Granular sub- base with coarse graded material (table:-400-1)A. plant mix method construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC carriage of mixed material to work at site spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 for grade - materialMORTH AR/UPPWD/SOR-2020/YEIDA

Providing,Laying Spreading & compcting 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 / bace course on well prepared surface & compacting with vibratory roller to achieved the desired density as per technical specification clause 406 of MORTH (AR) YEIDA

Prime Coat:-Providing and applying primer coat With bitumen emulsion on prepared surface of grangular base including clearing of good surface and spraying primer at the rate of 0.50 kg/sqm using mechanical means.UPPWD/SOR-2020/YEIDA

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface &cleaning with mechanical broom. On W.B.M/W.M.M. @ 0.5kg/sqm UPPWD/SOR-2020/YEIDA

Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour Providing, Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) or 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. MORTHUPPWD/SOR-2020/YEIDA

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 UPPWD/SOR-2020/YEIDA/16.7.1

Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below GL true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe.250mm diaMORTH AR UPPWD/SOR-2020/YEIDA

Constructing masonry Chamber 60x60x75cm, inside in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1) cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c 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: 18.36.1 With common burnt clay F.P.S.(non modular) bricks of class designation UPPWD/SOR-2020/18.36.1

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)UPPWD/SOR-2020/YEIDA/4.1.8

Brick work with common brunt clay F.P.S (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand)UPPWD/SOR-2020/YEIDA/6.1.1

Providing and laying at or near ground level factory made kerb stone of M-30 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).UPPWD/SOR-2020/YEIDA / 16.69

12mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand)UPPWD/SOR-2020/YEIDA/13.4.1

White washing with lirne to give an even shade: New work (three or more coats)

The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 2nd Year maintenance cost ( Sum of item no 1 to 12 = 40456466.65x0.0025=101141.17).

The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 3rd Year maintenance cost ( Sum of item no 1 to 12 = 40456466.65x0.0050=202282.33).

The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 4th Year maintenance cost ( Sum of item no 1 to 12 = 40456466.65x0.0075=303423.50).

The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 5th Year maintenance cost ( Sum of item no 1 to 12 = 40456466.65x0.010=404564.67).