Widening And Strengthening of Kasganj Garhi Pachgai Dholna Road (O.D.R.) 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 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

Construction of 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 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.

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen 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

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

Construction of embakment with approved Material Obtained from Borrow Pits with all lift upto 1.5 M, transporting to site, compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Excavation in soil mixed with moorum shingle kankar requiring the use of special tools and Plants such a pick axes subbals etc. For Building/Drain work only

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 Fine sand : 3 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. 1:3:6 but in Coarse Sand

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete asper Drawing and Technical Specifications.

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

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

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

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)

Dismantling Brick work/Stone Work/RCC in lime or Cement Mortar and including stacking of materials as directed by Engineer in charge within a distance of 60meter (200 feet) Including Cost of labour, T&P and all taxes But Excluding GST (PWD SOR Ch.-17).(SI-No-692)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shouring and bracing, removal of stumps and other deleterious matter, dressing of side and bottom and back filling with approved material. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 304(3.13)

Providing and laying boulders Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each as per drawing & Technical Specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2503(15.1)

PCC M-15 Grade leveling course below approach slab complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2700(14.10)

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC Grade M-15). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8 A)

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC Grade M-20) Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8B)

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC Grade M-25). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2100 (12.8E)

Plain / Reinforced cement concrete in Sub structure complete as per drawing and technical specifications (RCC Grade M-25) height up to 5m. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1700, 2200 (13.5F)

Furnishing and placing Reinforced / prestressed cement concrete in super structure as per drawing and technical specifications (RCC Grade M-25). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1600, 1700 (14.1 B)

Reinforced cement concrete approach slab including reinforcement and form work complete as per drawing and technical specifications. RCC Grade M-30 (Approach slab). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1500, 1600, 1700, 2704 (14.11)

Providing and laying Cement concrete wearing coat M-30 Grade including reinforcement complete as per drawing and technical specifications (RCC Grade M-30). Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 2702 (14.4)

Supplying fitting and placing Un-Coated HYSD bar Reinforcement in foundation complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600 (12.42)

Supplying fitting and placing HYSD bar Reinforcement in sub structure complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600, 2200 (13.6)

Supplying fitting and placing HYSD bar Reinforcement in super structure complete as per drawing and technical specifications. Including Cost of Material, labour, T&P and all taxes But Excluding GST. MORT&H Clause 1600 (14.2)

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

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 15 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Yellow Strips)

Type - A, "W": Metal Beam Crash Barrier Providing and erecting a "w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150×75×5 mm spaced 2 m centre to centre, 1.8 m high. 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and 18:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5 mm, 330 mm long complete as per clause 810.

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 Same as Item No. 40 but for Second Year @ 0.25 % of cost of total executed Work

Maintenance Same as Item No. 40 but for Third Year @ 0.50 % of cost of total executed Work

Maintenance Same as Item No. 40 but for Fourth Year @ 0.75 % of cost of total executed Work

Maintenance Same as Item No. 40 but for Fifth Year @ 1.00 % of cost of total executed Work

M/s Hanu Infrastructure Pvt Ltd (BID ID -5024400)

SHIV KANT INFRATECH PVT. LTD. (BID ID -5039922)

SHREE RAM STONE SUPPLIERS PRIVATE LIMITED (BID ID -5040356)