Construction of Link Road From Sarsenda Me Samshan Ghat to Indi Marg Under K.U.M.S. Gursarai. Length. 3.00 km

Earth work in cutting or in embankment in black cotton soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Excluding royality) SI No. 273

Providing, laying, spreading and consolidation of stone dust from approved querry for blanket coat including spreading in uniform thickness. (Analysis)

Construction of Granular Sub Base by providing well graded material Grading 1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401

Providing, laying, spreading and compacting 45-63mm gauge stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requiste type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading II as per technical specification clause

Providing, laying, spreading and compacting 22.4-53mm gauge stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requiste type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading III as per technical specification clause

providing and appling Primer Caot with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502.

Providing and applying tack coat with Bitumen VG-10 using emulsion Pressiure distributor at the rate of 0.70 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 III

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in HMP, laying with Paver finisher and rolling with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.

Seal Coat-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

Brick edging on both sides of the road with M-150 class bricks 8 cm (3") wide and 12 cm. 4.5" deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and rammingg the excavated earth as directed by Enineer-in-charge. S.I. No. 765 & analysis

Supply and laying of 350 mm dia NP-3 Humepipe including cost of pipe, loading, unloading and transportation upto site of work also including cost all materials, labour & T&P, etc. required for proper completion of the work.

Supply and fixing of Road Sign Board of approved drawing and design including cost of all materials, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge.

Excavation in foundations in black cotton Soil including lift upto 1.5m and lead upto 30 m. & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and the sides of the foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. from the foundation trenches. SI.No. 257

Sand filling in plinth including supply of necessary quantity of sand from approved quarry including ramming and dressing etc. required for proper completion of work. S.I. No. 255

Cement concrete with 4cm gauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of work. S.I.No. 281

R.C.C. work with cement approved coarse sand and 4cm (1.5'') gauge approved srone ballast in the proportion 1:2:4 Raft Foundation of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 SI no 287 & Analysis

M- 150 class brick work in 1:4 cement and Fine sand of 1.25 F.M. mortar in foundation and plinth Including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I.No. 305

M- 150 class brick work in 1:6 cement and Fine sand of 1.25 F.M. mortar in super structure Including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I.No. 303+309+310

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. SI. No. 504

4 cm thick PCC Floor in 1:2:4 with 2 cm gauge stone grit but without base concrete work Including cost all materials, labour & T&P, etc. required for proper completion of the work. SI. No. 665

12 mm thick plaster in 1:4 cement and coarse sand mortar thickness not to be less than 10 mm including supply of all materials labour and T&P etc. required for proper completion of the work. S.I.No. 17.58(ii)

Supply and laying of 900 mm dia NP-3 Humepipe including cost of pipe, loading, unloading and transportation upto site of work also including cost all materials, labour & T&P, etc. required for proper completion of the work. Analysis

Finishing wall with water proofing cement paint of approved make and quality on new work with three coats to give an even shade, including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I. No. 660+661

Excavation in foundations in black cotton Soil including lift upto 1.5m and lead upto 30 m. & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and the sides of the foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. from the foundation trenches. SI.No. 257

Stone dust filling in plinth including supply of necessary quantity of sand from approved quarry including ramming and dressing etc. required for proper completion of work. S.I. No. 255

Cement concrete with 4cm gauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of work. S.I.No. 281

M- 150 class brick work in 1:4 cement and Fine sand of 1.25 F.M. mortar in foundation and plinth Including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I.No. 305

Supply and laying of 125 microne polythene sheet of approved quality including cost of all materials, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. Analysis

Plain Cement concrete in 1:1.5:3 with cement, coarse sand and 2 cm gauge stone grit including cost all materials, labour & T&P, etc. required for proper completion of the work. New item a & Analysis

Maintenance of First year (0.00% of Total Amount of road work) From S.No. 1 to 23 only

Maintenance of Second year (0.75% of Total Amount of road work) From S.No. 1 to 23 only

Maintenance of Third year (1.50% of Total Amount of road work) From S.No. 1 to 23 only

Maintenance of Fourth year (2.25% of Total Amount of road work) From S.No. 1 to 23 only

Maintenance of Fifth year (3.00% of Total Amount of road work) From S.No. 1 to 23 only

Maintenance of First year (0.00% of Total Amount of road work) From S.No. 24 to 29 only

Maintenance of Second year (0.25% of Total Amount of road work) From S.No. 24 to 29 only

Maintenance of Third year (0.50% of Total Amount of road work) From S.No. 24 to 29 only

Maintenance of Fourth year (0.75% of Total Amount of road work) From S.No. 24 to 29 only

Maintenance of Fifth year (1.00% of Total Amount of road work) From S.No. 24 to 29 only

Note:- CGST and SGST as per applicable.