Gram Sabha Jagdishpur ramanuj maurya ke chak se Maurya avam Muslim Basti hote hue dih baba mandir tak sampark marg ka Nav Nirman ka karya

Construction of Embankment with Material Obtained from R.O.W. Construction of embankment with approved material obtained from borrow pits with all lift and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of granular sub base by providing well graded material spreading in uniform layer with moter grader on prepared surface at OMC and compacting with smooth wheel roller to achieve the desired density complete as per techanical specation Clause 401. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing , laying , spreading and compacting of stone aggragates 45-63 mm size in 75 mm compacted thickness to water bound macadam of G-III specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 8-10 tones in stage to proper grade and camber applying and brooming requiste type of sreening / binding materials stone dust to fill up the interstices of coarse aggregate, watering and compacting as per directed by E/I, as per techanical specification no 405. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing , laying , spreading and compacting of stone aggragates 22.4-53 mm size in 75 mm compacted thickness to water bound macadam of G-III specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 8-10 tones in stage to proper grade and camber applying and brooming requiste type of sreening / binding materials stone dust to fill up the interstices of coarse aggregate, watering and compacting as per directed by E/I, as per techanical specification no 405. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 kg/sqm using manual Mechaincal Means as per techinical specification clause 502. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared surface as per temechanical specification clause 503. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing, Laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates using VG-10 penetration grade bitumen to 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 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 Tehnical Specification Clause 508 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Brick edging on both side of road with first class brick 8 cm. (3”) wide 12 cm. (4.50”) deep laid with mud mortar including all materials, labour, T & P etc. complete (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of Subgrade and earthen shoulders with approved material obtained from R.O.W. with all lift and leads, spreading grading to required slope and compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 303.1 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with equirements of lines, grades and cross-sections, with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

C.R with cement and coarse sand mortar in proportion of 1:4 respectively for sub structure including cost of all material, labour, T&P etc. required for proper completion of work Labour cess but excluding GST)

Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregate mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per technical specification cluase 802, 803, 1202 & 1203 SI No. 279b (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of sand of 1.25 including supply of all materials labour and T & P etc. required for proper completion of the work. Labour cess but excluding GST)

Providing and laying 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. but excluding cost of collor (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. but excluding cost of collor (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

12mm thick plaster with cement mortar consisting of 1 part cement and 3 part of approved coarse sand. Minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work. as per SI. No. 583. Labour cess but excluding GST)

1st year- maintainance cost 0% of Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

2nd year- maintainance cost 0.75 % of Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

3rd year- maintainance cost 1.5 % of Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

4th year- maintainance cost 2.25 % of Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

5th year- maintainance cost 3.00 % of Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)