Public Works Department Tender

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 Chacora to Kai Mustakam 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 Chachora to Marora 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 Paurara to Sirsa and Sirsa to Kalan 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 Chacora to Kai Mustakam 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 Chachora to Marora 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 Paurara to Sirsa and Sirsa to Kalan 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 Chacora to Kai Mustakam 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 Chachora to Marora 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 Paurara to Sirsa and Sirsa to Kalan 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 Chacora to Kai Mustakam 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 Chachora to Marora 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 Paurara to Sirsa and Sirsa to Kalan 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 Chacora to Kai Mustakam 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 Chachora to Marora 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 Paurara to Sirsa and Sirsa to Kalan 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 Chacora to Kai Mustakam Road

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M from the foundaiton trenches. (SI. No. 251) but excluding GST. for Reconstruction of Chacora to Kai Mustakam Road

Concrete with 4cm Gauge stone ballast coarse sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors (SI. No. 281) but excluding GST. For Reconstruction of Chacora to Kai Mustakam Road

R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. Binding wire of supplied by the contractor free of cost including making of drip coarse. (SI No. 283) but excluding GST. for Reconstruction of Chacora to Kai Mustakam Road

Mild steel or TMT Bars(Fe-500D grade or higher) or HYSD Bars 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. (SI No. 504) but excluding GST. for Reconstruction of Amroha Chacora to Kai Mustakam Road