Widening And Strengthening of Soron Lahra Road with 5 Year Maintenance

Amount

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 with 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 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. in two layers. Dense Graded Bituminous Macadam Grading -II

Providing and applying tack coat with bitumen VG-10 with 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

Laying of I shaped precast Interlocking tiles (Rubber molded) of thickness 80mm (Compressive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Rubber Molded) (Ch. 20, S.I No. 11)

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 NP4 class hume pipes in proper position in culvert.

12 mm cement plaster on brick work with cement mortar of mix (upto 10 Mtr height form ground level1:4 (1 cement : 4 course sand) as per Si No. 584

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 or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).

Earth work in excavation for structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 PCC Grade M 10 (Nominal Mix 1: 3:6)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Providing & laying reinforcement Cement Concrete in Superstructure complete as per Drawing and Technical Specifications.800, 1205.4, 1205.50 (R.C.C. Grade M-25). For Deck Slab

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Cement concrete with 2.0 cm gauge approved stone ballast course sand and cement in proportion of 1:2:4 including supply all materials, labour,tools & plants etc.required for proper completion of the work as pre (S.I.No 280).

P/L of Brick Bats Behind Abutments as Filter Media

Supply & laying Hume Pipe 600 mm dia NP-3 Hume pipe

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. and Cartage not less then 02 km lead.

Brick soling with M-150 brick laid on edge and dry brick edging on both side including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labour & T&P etc. required for proper completion of work. Ch-20, S.I. 762(b)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Mechanical Means Reference to MORT&H Specification 304 sr no 3.13

Plain Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications.

RCC Grade M25 using batching plant transit mixer & Concrete pumpSame as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 4 per cent of cost of material, labour and machinery instead of 3.75 per cent .

RCC Grade M25 using batching plant transit mixer & Concrete pump Same as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3.75 per cent .

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 sr no 9.16

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Reference to MORT&H Specification 2503 Sr No 15.1

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Reference to MORT&H Specification 1300 & 2200

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.

Finishing walls with Acrylic Smooth exterior paint (Apex) of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

SUPPLY OF 1000 mm Pipe RCC HUME PIPE NP-3 (SOCKET HUMEPIPE)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads up to 1 .00 km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Brick soling with straight overburnt bricks laid on edge including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work.

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.

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. MORTH - 810 (8.23)

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 total executed Work

Maintenance for Third Year @ 0.50 % of cost of total executed Work

Maintenance for Fourth Year @ 0.75 % of cost of total executed Work

Maintenance for Fifth Year @ 1.00 % of cost of total executed Work

SHREE RAM STONE SUPPLIERS PRIVATE LIMITED (BID ID -5058914)

A P M CONSTRUCTION (BID ID -5058859)

M/S USHA CONTRACTORS AND CONSTRUCTIONS (BID ID -5048396)

Balaji Constructon (BID ID -5047842)

RAM SANEHI AND SONS (BID ID -5059894)

M/S MANOJ SUPPLIERS (BID ID -5060811)

M/s Hanu Infrastructure Pvt Ltd (BID ID -5057913)