ASOMMALA/BIHPURIA/01

Amount

Bridge Proper : Earth work in excavation of foundation of structures as per drawing and technical specification Cl.304 of MoRT&H, 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. I. Ordinary soil A. Manual means (i) depth upto 3.0 m (without dewatering)

Providing and construction of Temporary Island 16 m Diametre for Construction of well foundation for 8 m dia Well complete as per clause 1200 of MORTH specifications. B). Depth of water 4.0 m and height of island 4.5 m.

Providing and construction of one span service road to reach island location from one pier location to another pier location as per technical specifications Cl.1200 of MoRT&H

Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications.

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications including steel shuttering formwork. b) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. Case II. With Batching Plant, Transit Mixer and Concrete Pump A). Well Curb ii. RCC M-25 Grade.

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications including steel shuttering formwork. b) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. Case II. With Batching Plant, Transit Mixer and Concrete Pump B). Well Steining iv. RCC M-25 Grade

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications including steel shuttering formwork. b) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. Case II. With Batching Plant, Transit Mixer and Concrete Pump C). Bottom Plug ii. PCC Grade M-25 Grade

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications including steel shuttering formwork. b) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. Case II. With Batching Plant, Transit Mixer and Concrete Pump D). Intermediate Plug ii. PCC Grade M-25.

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications including steel shuttering formwork. b) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. Case II. With Batching Plant, Transit Mixer and Concrete Pump E). Top Plug Concrete iii. PCC Grade M-25.

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications including steel shuttering formwork. b) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. Case II. With Batching Plant, Transit Mixer and Concrete Pump F). Well Cap iii. RCC M-30 Grade.

Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200. A. Sandy Soil (i). Depth below Bed Level upto 3.0m

Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200. A. Sandy Soil (ii). Beyond 3.0m upto 10.0m

Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200. A. Sandy Soil (iii). Beyond 10.0m upto 20.0m

Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200. A. Sandy Soil (iv). Additional Depth beyond 20m to 30m a. Without Kentiledge

Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications clause 1600. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification Cl.1500, 1700 & 2200 of MoRT&H and steel shuttering formwork P. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 Case II: With Batching Plant, Transit Mixer and Concrete Pump G. RCC Grade M30 I) Height up to 5.0m

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MORT&H specification.

Back fill behind Abutment, Wing wall and Return wall complete as per drawing and Technical specifications B) Sandy material

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MoRTH specifications to a thickness 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 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 1V : 20H towards drawing face. Complete as per drawing and Technical spefifications

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. P. 'With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. Case II: Using Batching Plant, Transit Mixer and Concrete Pump (II) For T-Beam and Slab (b) Height 5.0 m to 10.0 m E. PSC Grade M40

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

High tensile steel wires/ strands including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specifications

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Drainage spouts complete as per approved drawings and technical specifications.

RCC approach slab with M25 including reinforcent and form work complete as per drawing and technical specifications. A. with TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Providing and laying PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.

Carrying out boring at least at four locations to make 150mm bores using casing not less than 150mm internal dia for all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 40 m or upto refusal (N = 100) for collection of undisturbed/disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix-2 of IRC 78-2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, testing to be done as per relevant IRC/IS codes complete as per direction of the Deptt. including preparation & submission of Drawings & Design of foundations, substructures and superstructure, in duplicate to the Chief engineer,PWD(Roads) for approval and six copies after approval.

Approach Protection: Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each as per drawing and technical specifications Cl.2503 of MoRT&H

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications Cl.2504 of MoRT&H A. Stone/Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification Cl.2505 of MoRT&H.

Approach work: 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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I) By Manual Means, A) In area of light jungle

Construction of Embankment with materials obtained from borow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) as per Cl. 305 of MoRT&H specification. (a) from private land

Construction of Subgrade and earthen shoulders with approved material obtained from borow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) as per Cl. 305 of MoRT&H specification. (a) from private land

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 cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt. B) By Mix in Place Method . (ii) for grading -II material

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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant)

Prime coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(i) With bitumen emulsion-CSS-1h

Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt) as per Cl. 503 of MoRT&H specification. (I) with Bitumen emulsion CSS-1h (b) Dry and Hungry Bituminous surface

Dense Graded Bituminous Macadam: Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant. ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen ii. for GradingII(19 mm nominal size)

Bituminous Concrete: Providing 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 @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen (i) for Grading-I ( 19 mm nominal size )

Direction and place identification sign more than 0.9sqm size board: Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)

Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Guide Bund: Construction of Embankment with materials obtained from borow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) as per Cl. 305 of MoRT&H specification. (a) from private land

Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each as per drawing and technical specifications Cl.2503 of MoRT&H

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications Cl.2504 of MoRT&H A. Stone/Boulder

Providing Plain cement concrete of nominal mix M-15 of required consistancy for filling up the voids of the laid Boulder Pitching (voids of top 30cm thick of Boulder Pitching as per specifications and as directed by the engineer shall be filled up by injecting and temping the cement concrete) all complete.

Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification Cl.2505 of MoRT&H.

Shivam transcon Pvt.Ltd

Rudra Kumar Pathak