BADP_Katigorah_17_18_01 Construction of Road from Saraspur to Leverputa Pt-II via Khelma Pt-III including 2 Nos of RCC Bridge over Gumrah River and Allarang Nalah Box Culvert (2.00m) for development of model village Khelma Pt-II under BADP for the

Amount

Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No.304 I. In Ordinary Soil A. Manual Means

Providing and construction of temporary island to accommodate pile rig and other accessories including casting of pile cap,all complete in depth of water upto 400cm

Providing and construction of one span service road to reach island location from one pier to another pier location.

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)

Pile load test on single vertical pile in accordance with IS:2911(Part-IV) a) Initial and routine load test

Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH section

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH section 1100,1500 & 1700 B. RCC Grade M25

Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification clause 1600. (a) with other make ISI marked TMT bar

Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications clause 802,804,805,806,807,1202 and 1204 Case – I : Using Concrete Mixer F. RCC M-25 Grade a. Height upto 5.00m

Supplying, fitting and placing TMT bar reinforcement (Fe-415) in substructure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.

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

Back filling behind Abutment,Wing wall and Return Wall complete as per drawing and technical specification clause 1204.3.8 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.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and clause 2005 of MORT & H Specifications complete including all accessories as per drawing and Technical Specifications as per MORTH section 1000,2000,2200

Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specifications at clause 800,1205 A. with crushed Stone Case – I : Using Concrete Mixer F. RCC M-25 Grade a. Height upto 5.00m

Supplying, fitting and placing un-coated TMT bar reinforcement complete in superstructure complete as per drawing and technical specification as per MORTH section 1600 TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.

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

Construction of pre-cast RCC railing of grade M30 Grade in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000mm levelling adequate space between vertical post of expansion, complete as per drawings and technical specifications.

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

Providing and fixing 20mm thick compressible fibre board in expansion joint complte as per drawing &Technical Specification

Drainage spouts complete as per approved drawings and technical specifications.

SSI works: Carrying out boring 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 25/20 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.

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 1302 A. Stone/Boulder

Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications 1302

Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each .

Clearing and grubbing road land including uprooting wild vegetation,grass,bushes,shurbs,saplings and trees girth upto300mm,removal of stumps of treees cut earlier and dispoeal of unserviceable materials and stacking of serviceable materials to be used auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201.(i) Manual Means (A) In area of non-thorny jungle

Construction of Embankment with approved Materials obtained form borrow pits with all leads and lifts, transporting to site, spreading grading to requirde slope and compacting to meet requirement of table 300-2(including land compensation of earth) as per drawing and technical specification, cl. 305.

Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2

Granular sub-base with well Graded Material (Table 400.1)(A) By Mix in Place Method.Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density,complete as per Technical specification Clause 401.(ii) For Grading II material.

Water Bound Macadam Sub-base/Base-II.Providing, laying, spreading and compacting stone aggrates of specific sizes to water bound macdam specification including spreading in uniform thickness, hand packing, rolling with vibratory rollers 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fillup the interstices of coarse aggregates, watering and compacting to the required density.A. By manual means (Qty as per Annexure) WBM-II

Water Bound Macadam Sub-base/Base-III.Providing, laying, spreading and compacting stone aggrates of specific sizes to water bound macdam specification including spreading in uniform thickness, hand packing, rolling with vibratory rollers 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fillup the interstices of coarse aggregates, watering and compacting to the required density.A. By manual means

(i) Low porosity. Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm. using mechanical means as per Technical Specification Clause 502.

(i) Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion distributor at the rate of 0.20 -0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing,laying and rolling of open-graded premix carpeting of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to required line,grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kN static roller capacity,finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and crossfall using Type-A and B seal coats as per Technical Specification Clause 510.

Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage.

Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i)upto 3 m depth

Laying Type A concrete cradle bedding with M 15 grade Cement Concrete as per clause 1105(i) (A) With Crushed Stone (ii) Nominal mix 1:2.5:5(Hand mix)

Plain Cement Concrete M 10 (1:3:6 Nominal mix) in levelling course below open foundation of Head walls as per drawing and technical Specification Clause 1109 (A) with Crushed Stone (ii) Hand mix 1:3:6

Plain Cement Concrete M 10 (1:3:6 Nominal mix) in levelling course below open foundation of Head walls as per drawing and technical Specification Clause 1109 (A) with Crushed Stone (ii) Hand mix 1:3:6

Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry works in head walls and parapets Clause1106.(B)1000 mm dia

Earthwork in excavation for structures as per drawing and technical specifications

Plain/reinforced concrete in open foundations complete as per drawings and technical specifications.(B)With natural Gravel. P.C.C Grade M 10

Plain/reinforced concrete in open foundations complete as per drawings and technical specifications. (B)With natural Gravel. P.C.C Grade M 15

Earthwork in excavation for structures as per drawing and technical specifications

Manually driven RCC pile: Providing cast in-situ manually driven reinforced cement concrete piles of M20 grade concrete of required bore-diameter, lengths and with reinforcement as per specifications and drawings. Reinforcement to be measured and paid seperately as per item no. 21.4.1 (b) Pile Dia 300 mm. (Bldg SOR-16-17)

Supplying, fitting and fixing in position reinforcement bars conforming to relevent IS code, for reinforced cement concrete works in piles including straightening, cleaning, cutting and bending to proper shapes and length as per specifications and drawings. The rings should be welded with vertical reinforcements as per specified IS codes of practice.For TMT bar (A) (TATA TISCON/SAIL)

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.RCC Grade M25 Using concrete mixer.

Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.

Plain/reinforced concrete in open sub-structure complete as per drawings and technical specifications.(B)With natural Gravel. (IV) R.C.C Grade M 25

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i)upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical Specifications Clause 802, 803, 1202, 1203. (A) with Crushed Stone (I) PCC grade M 10.(i) Nominal mix 1:3:6

A) with Crushed Stone (IV) RCC grade M 20

Plain / reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802 ,804 ,805 ,806 ,807 ,1202 ,and 1204 (A) with Crushed Stone I.PCC grade M 15 (i) Nominal mix 1:2.5:5.

(A) with Crushed Stone (III).RCC grade M 20 (1:2:4) (Nominal mix) (i) For height upto 5m.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses800, 1205.4, and 1205.5 (A) with Crushed Stone (II) RCC M 25 (1:1.5:3) (A) Height upto 5m

Supplying, fitting, and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1000, and 1202.

Supplying, fitting, and placing MS bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1000, and 1202.

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202.

Providing pressure Relief pipe 100 mm dia in bottom slab of Box cell on a filter media base of 500 mm x500 mm as per drawing and Technical Specifications Clauses 1205.5.7

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.(iv) 800mm x 600mm rectangular

MS GANGOTRI ENTERPRISE