Dhanapur Block Hanuman Ji Mandir Via Mishra Tola Sampark Marg

Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding ½ meter (20”) in depth and earth work in enbankment to be in 20cm (8”) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5”) lift and 30m (100’) lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100’) distance as directed by the E/I. (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 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 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 sukrut stone stone aggregates of specific sizes(45-63mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density Grading-2 as per Technical Specification clause 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 sukrut stone stone aggregates of specific sizes(22.4-53mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density Grading-3 as per Technical Specification clause 405. (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 wide and 12 cm 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)

Providing and applying primer coat with bitumen emulsion (SS-II) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical 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 bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Air compresser as per Technical 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 -11.2 mm aggregates using penetration grade bitumen VG-10 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 three wheel static roller 80-100 KN capacity ,finished to required level and grades to be follwed by seal coat of Type -C as per Technical 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)

Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding ½ meter (20”) in depth and earth work in enbankment to be in 20cm (8”) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5”) lift and 30m (100’) lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100’) distance as directed by the E/I. for Pateri (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-section, and transporting to the embankment location 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)

Supply and laying of Local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. SI No-255 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Cement concrete with 4 cm gauge brick ballast coarse sand and cement in the proportion 8:4:1 including cost of all material, labour etc. complete. SI No-275 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Brick work with cement and fine sand mortar in proportion 1:4 including cost of all material, labour etc. complete SI No-305 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Struck cement pointing with 1:2 cement and fine sand mortar on both visibule face of end wall in parapet. SI No-574 (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 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)

C.C. 1:2:4 on parapet as 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)

Colour washing two coat as SI No-675 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

R.C.C. grade M-25 and as per direction by E/I (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. as S.I. No. 504 and as per direction by E/I (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

PART B Maintainance cost :- Maintainance cost will be paid year wise as per Government order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No. 36890C/RMC/Mul-23-24 Date 17.02.2024 . Maintainance cost will adjusted as per final cost of construction and will be paid accordingly.

1st year - maintainance cost 0% (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% (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 1.50% (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% (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% (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 sukrut stone stone aggregates of specific sizes(22.4-53mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density Grading-3 as per Technical Specification clause 405. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of un reinforced plain cement concrete pavement, thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30(Grade) coarse and fine aggregates confoming to IS:383 maximum size of coarse aggreagate 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 formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints and near aapproaches and construction joints admixtures as approved curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. As direction by the E/I, (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

PART B Maintainance cost :- Maintainance cost will be paid year wise as per Government order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No. 36890C/RMC/Mul-23-24 Date 17.02.2024 . Maintainance cost will adjusted as per final cost of construction and will be paid accordingly.

1st year - maintainance cost 0% (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 0.25% (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 0.50% (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 0.75% (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 1.00% (including labour material T&P etc. complete as per direction of E/I & also including all taxes Labour cess but excluding GST.

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