Repair and Maintenance of Link Road Loi to Neemkhedi

Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levies and slopes and also including 1.50 M lift and 30 M. Lead The earth from cutting S.I. No. 253 a

WBM Grading-2 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 2 as per Technical specification Clause 405 Mord Book Page No. 4-18

WBM Grading-3 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18

Providing & applying Primer coat with bitumen emilsion (SS-1) on surface of granular base including cleaning of road surface and spraying at the rate of 0.90-1.2 kg/Sqm using mechanical means as per technical Specfication Clause 502

Providing & applying Tack coat with bitumen VG-10 grade using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

20 mm thick Open-Grade premix carpet using Bituminous (penetration grade /modified bitumen) Binder Providing laying and rolling of open-graded premix carpet of 20 mm thikness composed of 13.2 mm to 5.6 mm aggregates using 80/100 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by mechanical paver MORD Specification clause 508

Providing & laying seal coatby Mechanical pavers means with 80/100 grade bitumen 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

Brick lining on both side of the road of M-150 bricks 7 cm. wide 11 cm. deep, laid with mud mortar including labour and Supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the SOR 2025

Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed E/I (S.I. No. 251A)

Supply & laying and fixing 350 m.m Dia NP3class R.C.C humepipe including joining etc complete. Ana

Concrete with 4 cm. Gauge stone (single) ballast fine sand nd cement in proportion of 12:6:1 in foundation and under floor and including supply of II material labour and T&P etc required for proper completion of the work. S.I. no 273

BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 05 pagec15 New S.O.R

Supplying & Fixing of retro reflective sign board with a corrosion resistant 4 mm thick aluminium composite panel (HIP type IV) as per approved design & drawing. Retro Reflective (HIP type IV) sign board warranty upto 7 years. Rate includes fabrication, supply of materials, transportation and erection of the signage structure for proper completion of work. Saction rate Moradabad at HQ

(PART-B) The Routine Maintenance of above road work including earten shoulder, bituminous pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 1st Year Maintenance cost Rs. 2862437.95 @0.0%

The Routine Maintenance of above road work including earten shoulder, bituminous pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 2nd Year Maintenance cost Rs. 2862437.95 @0.75%

The Routine Maintenance of above road work including earten shoulder, bituminous pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 3rd Year Maintenance cost Rs 2862437.95 @1.50%

The Routine Maintenance of above road work including earten shoulder, bituminous pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 4th Year Maintenance cost Rs 2862437.95 @2.25%

The Routine Maintenance of above road work including earten shoulder, bituminous pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 5th Year Maintenance cost Rs. 2862437.95 @3.00%

Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levies and slopes and also including 1.50 M lift and 30 M. Lead The earth from cutting S.I. No. 253 a

WBM Grading-2 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 2 as per Technical specification Clause 405 Mord Book Page No. 4-18

WBM Grading-3 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18

Construction of un- reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavment thikness as per disgin over a prepared sun base with 43 grade cement or any other type as per clause 1501.2.2 (1:1.5:3) coarse sand and fine aggregates confirming to IS 383 maximum size of coarse aggregtae not exceeding 25 mm mixed in a concrete mixer of not less then 0.2 cum capacity and approved weigth bather using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film) spreding the concrete with shovels rakes compacted using needls screed and plate vibrators and finished in continous operation including provision of contruction joints as per norms, appling dedondling strips primer, sealant joints curing of concrete slabs for 14 days curing compound and water finishing to lines and grades as per drawing and including cost of polythene sheet and dowel bar and also including complete shifting of materilas & concrete etc same as above but when thikness of CC is less then 20 cm) (Whiout dowel bar) S.I. No. New item No. 08 (1)

BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 05 pagec15 New S.O.R

Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed E/I (S.I. No. 251A)

Concrete with 4 cm guage stone ballast, fine sand of 1.25 FM and cement in proporttion of 1:6:12 in foundation andundr floors including supply of all materials, labour and T&P etc. reqd. for proper completion of the work. (SI 281-275+273)

M-150 Brick Work in 1:4 cement & Coarse sand in foundation and plinth including supply of all materials labour tools & plants etc S.I No. 305a

Plain Cement concrete 1:2:4 Cement coarse Sand & 2cm gauge Stone grit etc.S.I. No. 279

12 MM thick cement plaster 1:4 cement and coarse sand mortar over brick work including supply of all material labour and T&P etc. required for proper complection of the work S.I. No.584 a

(PART-B) For 100 Mtr Cement concrete Road 0f work. The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 1st Year Maintenance cost Rs. 502857.40 @0.0%

The Routine Maintenance of above road work including earten shoulder, Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 2nd Year Maintenance cost Rs. [email protected]%

The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 3rd Year Maintenance cost Rs. [email protected]%

The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 4th Year Maintenance cost Rs. [email protected]%

The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 5th Year Maintenance cost Rs. [email protected]%

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