Construction work of Gram Panchayat Barwaliya to Swatantra Sangram Senani Babadeen Smarak Sthal Road in Lucknow District

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Excluding G.S.T.)

Construction of granular sub-base by providing well graded material, 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. (Excluding G.S.T.)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% Cement (OPC) rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing ,Laying ,spreading Material on a prepared sub base,cement@4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfied compressive strength and to form a layer of base.

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.3 kg per sqm on the prepared surface cleaned hydraulic broom. (Excluding G.S.T.)

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 (80/100) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP plant, laying with Paver 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 either Type C as per Technical Specification Clause 508. (Excluding G.S.T.)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using bitumen (80/100) for Type C as per Technical Specification Clause 510 (Excluding G.S.T.)

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets 350 mm dia (Excluding G.S.T.)

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets 600 mm dia. (Excluding G.S.T.)

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. (Excluding G.S.T.)

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203. (Excluding G.S.T.)

Plastering with cement mortar (1:4) 12 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204. (Excluding G.S.T.)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (Excluding GST)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (Excluding GST)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (90 cm equiltateral with diffinitation plate size (20cm x 60)cm (Excluding GST)