Public Works Department Tender

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter(20") depth and earth work in embankment to be in 20 cm. (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M(5ft.) lifts and 30M (100ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M(100ft.) distance as directed by the Engineer-in-charge. (SI. No. 253A Ch-4) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Patai Khadar to Pakki Sadak to Baska Road

Providing, Laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Daulatpur Khajuri Road to Dehri Jat Road

Providing, Laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Atrasi Main Road Kubi Adde to Khajuri Road

Providing, Laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Pathra to Pathra Aithmali Road

Providing, Laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Patai Khadar to Pakki Sadak to Baska Road

Providing, laying, spreading and compacting of 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 with 1% OPC cement and 3.50% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Daulatpur Khajuri Road to Dehri Jat Road

Providing, laying, spreading and compacting of 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 with 1% OPC cement and 3.50% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Atrasi Main Road Kubi Adde to Khajuri Road

Providing, laying, spreading and compacting of 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 with 1% OPC cement and 3.50% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Pathra to Pathra Aithmali Road

Providing, laying, spreading and compacting of 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 with 1% OPC cement and 3.50% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Patai Khadar to Pakki Sadak to Baska Road

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Daulatpur Khajuri Road to Dehri Jat Road

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Atrasi Main Road Kubi Adde to Khajuri Road

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Pathra to Pathra Aithmali Road

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Patai Khadar to Pakki Sadak to Baska Road

Providing, laying and rolling of open-graded premix carpet (HMP) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen 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 Type B seal coat as per technical Specification Clause 508 (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Daulatpur Khajuri Road to Dehri Jat Road

Providing, laying and rolling of open-graded premix carpet (HMP) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen 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 Type B seal coat as per technical Specification Clause 508 (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Atrasi Main Road Kubi Adde to Khajuri Road

Providing, laying and rolling of open-graded premix carpet (HMP) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen 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 Type B seal coat as per technical Specification Clause 508 (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Reconstruction of Pathra to Pathra Aithmali Road

Providing, laying and rolling of open-graded premix carpet (HMP) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen 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 Type B seal coat as per technical Specification Clause 508 (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Reconstruction of Patai Khadar to Pakki Sadak to Baska Road

Providing and laying seal coat by mechanical means (HMP) with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 but excluding GST. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Daulatpur Khajuri Road to Dehri Jat Road

Providing and laying seal coat by mechanical means (HMP) with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 but excluding GST. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Atrasi Main Road Kubi Adde to Khajuri Road

Providing and laying seal coat by mechanical means (HMP) with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 but excluding GST. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Reconstruction of Pathra to Pathra Aithmali Road

Providing and laying seal coat by mechanical means (HMP) with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 but excluding GST. (bitumen issued departmentaly if available) including loading, unloading and cartage upto site as per Schedule C attached) for Reconstruction of Reconstruction of Patai Khadar to Pakki Sadak to Baska Road

Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per design over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the framework as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 but including cost of polythene sheet but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. for Reconstruction of Pathra to Pathra Aithmali Road