Widening And Strengthening of Amanpur Mohanpur Road (O.D.R.) Km 1 to 12 in Distt-Kasganj with 5 Year Maintenance

Amount

Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. As Per 2.03 201

Excavation of road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross aections, and transporting to the embankment location within all lifts and lead upto 1000m (Excavated eartth used in the vicinity. 301(3.6)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Local earth)

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401

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.

Providing, laying, spreading and compacting 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 in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Stablized Base/Sub-base Providing, laying, spreading and compacting of existing granular material adding cement and admixture using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve design unconfined compressive strength.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing 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 single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on Primed/Granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm (Proportion 2:1) aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. Technical Specification Clause 511. (MORTH)

Providing and laying of premix sand seal coat with HmP of appropirate capacity not less than 75 tonne/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.as per MoRT&H Specification Clause No.513(ii).

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (MORD 9.1 (1100&300)

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. In Foundation and floors. as per SOR CH5, SI 275a

Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. CH-20, Sl.no. 18

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Coarse Sand not less than 2.25 FM) .as per SOR CH 6, SI 307

12 mm cement plaster on brick work with cement mortar of mix (All floors). (I) 1:4 (1 cement : 4 Fine sand) as per SOR CH 13, SI 583

White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters. as per SOR CH 16, (SI.No. 672)

Supply, laying and fixing of 350 mm dia NP4 class hume pipes in proper position in culvert.

Supply, laying and fixing of 600 mm dia NP4 class hume pipes in proper position in culvert.

Supply, laying and fixing of 900 mm dia NP4 class hume pipes in proper position in culvert.

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing and Fixing of Km. Stone, Hecto Meter Stone and 5th Km. Stone etc. complete.

Maintenance Charges for Bituminous Road Part Maintenance Charge including repair of painted surface, earthwork on patri, etc. complete as per direction of E.I. for the period of five years from the actual date of completion of work. For First Year @ Zero %

Maintenance for Second Year @ 0.25% of Cost of work

Maintenance for Third Year @ 0.50% of Cost of work

Maintenance for Fourth Year @ 0.75% of Cost of work

Maintenance for Fifth Year @ 1.00% of Cost of work

M/s Hanu Infrastructure Pvt Ltd (BID ID -5072222)

M/S RAKESH PRATAP SINGH CHAUHAN (BID ID -5070807)