WIDENING AND STRENGTHENING OF GANJ MURDABAD SARAYAN SULTAN DARUKUNYAN NAYAGAON ROAD ODR CHAINAGE 0-000 TO 12.340 WITH FIVE YEAR MAINTENANCE

Amount

Construction of Subgrade (For Local Earth work) 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 as per MORT&H Specifications clause 305. Including Labour Cess & excluding G.S.T.

Earth work in Excavation in trenches Excavation for road work 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 requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead up to 1000 meter complete as per MORT&H Specifications clause 301.0. Including Labour Cess & excluding G.S.T.

Granular sub-base 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 MORT&H Specifications clause 401.Including Labour Cess & excluding G.S.T.

Wet mix macadam 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H Specifications clause 406.Including Labour Cess & excluding G.S.T.

Emulsion Treated Base with 3.5% emulsion & 1% OPC Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (with 3.5% Emulsion SS and OPC cement @ 1% by weight of Mix) specification including premixing the material with water and cement at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H Specifications and as per direction of Engineer in Charge. Including Labour Cess & excluding G.S.T.

Construction of earthen embankment using local earth obtained from excavation of trenches (compaction only)Construction of embankment with approved material obtained from excavation of treches/pits in widening portion spreading grading to reqired slope and compacted to meet the Specifications and as per direction of Engineer in Charge. Including Labour Cess & excluding G.S.T.

Tack Coat Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom as per MORT&H Specifications clause 503.Including Labour Cess & excluding G.S.T.

Bituminious Concrete 40 mm ThickProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with nsor contorl to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects. Including Labour Cess & excluding G.S.T.

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 Including Labour Cess & excluding G.S.T.

Construction of Earthen Shoulders (For Local Earth work) 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 as per MORT&H Specifications clause 305.Including Labour Cess & excluding G.S.T.

Construction of Sub Grade and Earthen Shoulders using Carted earth Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits (Carted Earth) with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MORT&H Specifications clause 305.Including Labour Cess & excluding G.S.T.

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MORT&H Specifications clause 202. Including Labour Cess & excluding G.S.T.

Sand Filling in Foundation below Box Culvert base as per Drawing & Technical Specification r MORT&H Specifications clause 202.Including Labour Cess & excluding G.S.T.

Plain cement concrete 1:3:6 (M-10) mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORT&H Specifications clause 408.Including Labour Cess & excluding G.S.T.

PCC Grade M15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. MORT&H Specifications clause Including Labour Cess & excluding G.S.T.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations as per MORT&H Specifications clause 1300.Including Labour Cess & excluding G.S.T.

Providing Weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications as per MORT&H Specifications clause 2706 & 2200. including Labour Cess & excluding G.S.T.

Cement Pointing Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification as per MORT&H Specifications clause 1300 & 2200. Including Labour Cess & excluding G.S.T.

RCC Grade M 25 (for RCC Box Culverts) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification as per MORT&H Specifications clause 1500.Including Labour Cess & excluding G.S.T.

RCC Grade M 25 (for RCC Slab Culverts) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification as per MORT&H Specifications clause 1500. Including Labour Cess & excluding G.S.T.

Supply & Placing of Reinforcement Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORT&H Specifications clause 1600. Including Labour Cess & excluding G.S.T.

RCC Grade M 20 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification as per MORT&H Specifications clause 1500, 1600 & 1700.Including Labour Cess & excluding G.S.T.

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. Specification as per MORT&H Specifications clause 1500, 1600 & 1700.Including Labour Cess & excluding G.S.T.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.as per MORT&H Specifications clause 2504. Including Labour Cess & excluding G.S.T.

Providing and laying 600mm Dia NP3 RCC Pipe for Culverts on Frist Class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets as per drawing and Technical Specifications and as per MORT&H Specifications clause 2900. Including Labour Cess & excluding G.S.T.

Providing and laying 1000mm Dia NP3 RCC Pipe for Culverts on Frist Class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets as per drawing and Technical Specifications and as per MORT&H Specifications clause 2900. Including Labour Cess & excluding G.S.T.

Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Including Labour Cess & excluding G.S.T 5thKilometre Stone

Kilometre Stone

Hectometer Stone

Maintenance of constructed road for next five yrears after completion the contractor shall be paid total maintenance cost for five year in the form of installment as below, The payment shall the inclusive of cess but excluding GST. Payment shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor.. (Including Labour cess but Excluding GST) (i) From completion of 1 Year to 2nd year 2.50% of 10%

(ii) 2nd year to 3rd year 20%

(iii) 3rd year to 4th year 30%

(iv) 4th year to 5th year 40%

M/S SURESH CHANDRA GUPTA (BID ID -5035255)