Widening of road with FDR and Construction of Box Culvert, Strom Water Drain with footpath and Utility Duct Crossing in Daman District. (E-23805)

Amount

Civil work

Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle, all complete as directed by engineer -in - charge.

Excavation for Road Work: Earthwork in cuting in all sorts of soil including conveying and spreading the stuff, embankment, including dispossed of unused excavated soil as and where directed with all required lead and lift, all complete as directed by engineer -in - charge.

Subgrade: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, soil arranged by agency own cost with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Soil CBR > 8.0, all complete as directed by engineer -in - charge.

GSB: Granular Sub-Base with Coarse Graded Material (Table:- 400-2) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH. 250 mm thick. to be laid in two layers, all complete as directed by engineer -in - charge.

Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including profile correction 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 as per Clause 406 of MoRTH. 250 mm thick to be laid in two layers, all complete as directed by engineer -in - charge.

Prime coat: Providing and applying primer coat with bitumen emulsion of cationic bitumen emulsion SS1 grade conforming to IS : 8887, the work shall be carried out on a previously prepared granular/ stabilized surface. The granular surface to be primed shall be swept clean by power brooms or mechanical sweepers and made free from dust. All loose material and other foreign material shall be removed completely and spraying primer at the rate of 0.70 to 1.00 kg/sqm (less uses using mechanical means as per MoRTH Section 502 etc. complete as directed by engineer -in - charge.

Dense Graded Bituminous Macadam : Providing and laying dense graded bituminous macadam Grade-II, 50 mm thickness including profile correction with Hot mix Plant 100-120 TPH capacity using crushed aggregates of specified grading, premixed with bituminous binder grade VG-40 @ 4.5% by weight of total mix of mix and filler (bituminous binder content 4.5% is minimum also no extra payment for bituminous binder content above 4.5% is payable), material mix 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, tandem and pneumatic tyre rollers to achieve the desired compaction, including clearing of road surface with mechanical broomer and air compressor, including applying Tack coat of bitumenous emulsion grade RS1 @ 2.5 kg/10 sq.mt., all complete as per MoRTH specification clause No. 505 and technical specifications in NIT etc. complete in all respects. All materials, mix design and HMP must get approved from Engineer-in-charge prior to commence the work.

Bituminous Concrete: Providing and laying bituminous concrete Grade-II 40 mm thickness with 100-120 TPH batch type Hot mix Plant producing an average output using crushed aggregates of specified grading, premixed with bituminous binder grade VG-40 @ 5.4 % of mix and filler (bituminous binder content 5.4% is minimum also no extra payment for bituminous binder content above 5.4% is payable), material mix 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, tandem and pneumatic tyre rollers to achieve the desired compaction, including clearing of road surface with mechanical broomer and air compressor, including applying Tack coat of bitumenous emulsion grade RS1 @ 2.5 kg/10 sq.mt., all complete as per MORTH specification clause No. 507 and technical specifications in NIT etc. complete in all respects as directed by engineer -in - charge. (All materials, mix design and HMP must get approved from Engineer-in-charge prior to commence the work).

Dry Lean Conctrete: Construction of dry lean cement concrete Base over a prepared Sub-Base with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor or as approved by Engineer-in-charge, compacting with 8-10 tonnes vibratory roller, finishing and curing all complete in all respect, as per drawing and technical specification of MoRTH section 601, etc. all complete as directed by Engineer-in-charge.

Pavement Quality Concrete: Construction of reinforced, dowel jointed, plain cement concrete pavement M40 grade over a prepared sub base with Ordinary Portland Cement, 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 if any), admixtures as approved, curing compound, finishing to lines and grades as per drawing and technical specification of MoRTH section 602, etc. all complete as directed by Engineer-in-charge.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface, 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, make : Alcolite, Kataline or as approved by Engineer-in-charge.

Supply & Fixing cats eye (stimsonite) made out Acrilo beautile sterrine injuction high compressed molding with reflector made of MMC (prismatic type size 12 cms x 6 cms x 2.5 cms. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge. (Engineer Grade), make : 3M, Ladwa or as approved by Engineer-in-charge.

Providing, laying and jointing NP-3 (as per IS:458-2003) Pipes for Utility Crossing, carrying heavy traffic as per IS 458- 1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes), complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. etc. all complete as directed by Engineer-in-charge. A) R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3, of 300 mm Dia.

Providing, laying and jointing NP-3 (as per IS:458-2003) Pipes for Utility Crossing, carrying heavy traffic as per IS 458- 1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) , complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. etc. all complete as directed by Engineer-in-charge. a) NP-3, 450 mm Dia at Utility Crossing

Providing, laying and jointing NP-3 (as per IS:458-2003) concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458- 1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters. (iv) 750 mm dia. etc. all complete as directed by Engineer-in-charge. A) R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3, of 750 mm Dia.

Providing and Laying Plain cement concrete Grade M15 nominal mix in foundation with crushed stone aggregate, mechanically mixed with Batching Plant/ RMC plant, delivered at site with the use of transit mixture, placed in foundation and compacted by vibration including curing for 14 days including formwork etc. complete as per drawing and technical specifications section 1500, 1700 & 2100 and as directed by Engineer-in-charge. (A) PCC Grade M15 for base of structure, pipe & chamber etc.

Earthwork in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring & bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including disposing un used earth upto all lead as directed by Engineer-in-charge) (Mechanical means depth upto 3 m) (A) For Pipe & (B) Chamber

Providing and casting of Reinforced cement Concrete Grade M30 as per drawing and technical specifications section 1500, 1700 & 2100 including Centaring and shuttering, formwork, Vibrating, 14 days Curing and Finishing etc. Completed with RMC/ Batching Plant, Transit Mixer and Concrete Pump but excluding the cost of reinforcement for R.C.C work. all complete as directed by Engineer-in-charge. (B) RCC M30 work in cast in-situ Culvert & Drain for Raft, Wall & Slab.

Providing and casting of Reinforced cement Concrete Grade M25 as per drawing and technical specifications section 1500, 1700 & 2100 including Centaring shuttering, formwork, Vibrating, 14 days Curing and Finishing etc. Completed with RMC/ Batching Plant, Transit Mixer and Concrete Pump but excluding the cost of reinforcement, all complete as directed by Engineer-in-charge. For R.C.C work in (B) RCC M25 grade concrete work in cast in-situ Chamber for Raft, Wall & Slab.

Providing and Placing in position TMT Bar FE 500D Reinforcement including cutting, Bending, hooking and tying Complete primary steel (TATA, JSW, SAIL, RINL, ET TMT) as directed by Engineer-in-charge.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes. All complete as directed by Engineer-in-charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supporting on a galvanised steel iron tubes, supported on a galvanised steel iron pipe 75 mm dia & 6 mm thick as approved by Engineer-in-charge, including painting with one coat primer two coats of anticorrosive approved paint, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing), including excavation, foundation concrete, back filling etc. all complete. (i) 90 cm equilateral triangle

(ii) 60 cm circular

(iii) 90 cm octagon

(iv) FLAG TYPE (As per IRC:67 2022: Table 12.1), Direction sign, place name, street name in various size of 300 x 450mm to 900 x 900mm etc. as approved and directed by engineer-in-charge.

Providing and fixing pre-cast concrete Kerb Stone of gray cement based concrete block as per approved design and including fixing in proper line and level, kerb like Half Battered, Chamfered type, Dropper, Radius Kerbs, Angle, Bullnose, and Quadrant Kerbs etc. complete as per drawing. The rate shall include preparation of foundation with excvavation in Soil/BT/WMM/GSB etc. with manual labour, including 100mm thick PCC M:15 in base below kerb stone inlcuding formwork if required, including chemical for all joints filling of the kerb stones, including back and front support with PCC M:15 to required height including core cutting in Kerb stone 100-125 mm dia to a distance as directed (Kerb stone size 60 cm length, 30cm height and 15cm thick of M250 grade concret, Sample prepared and must be approved prior to execution of work), all complete per technical specifications, drawing and as directed by the Engineer-in-charge. (Make:- Vyara, P.M. Paver or as approved by Engineer-in-charge).

Footpath: Paver block: Providing and laying shot blasted Non- interlocking, Grey/ Colored brick type paver blocks of 60 mm thick M-40 grade machine made and blasting by automatic shot blasting machine and high density of as per approved sample of Vyara, PM Pavers, Alcock as approved by engineer-in-charge for footpath, parking areas, service lanes and other areas as mentioned in the drawing. Including providing and laying 50 thick average bedding layer of coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying to be done by skilled flooring mason. The Finished surface of the Paver Block shall have Coarse Sand Texture Finish. Paver blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without any wastage.

Kerb painting with weather proof exterior emulsion paint on wall/Kerb surface (two coats) to give an required shape even shade including applying priming coat paint (one coat) after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete etc. complete as directed by the Engineer-in-charge. (Make:- Apex Ultima Plastic exterior emulsion paint of Asian Paints, Berger, Nerolac as approved by Engineer-in-charge).

Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift as per direction of Engineer-in-charge etc. All complete.. (ii) In Cement Mortar.

Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift as per direction of Engineer-in-charge etc. All complete.. (ii) In Cement Mortar.

Drilling horizontal bore hole for main pipeline under the Road in all strata with required length including fixing of M.S.(or as specified by Engineer-in-charge) casing pipe of suitable size and thickness. Rates includes the cost of Drilling of bore hole, Casing pipe & welding pushing etc. complete but excluding the cost of main pipeline, valve and other items. Entire work should be as per Approved Drawing and as per instruction of Engineer-in-charge for following diameter of Bore hole IRS pipe. Horozontal Drilling -900mm & IRS Casing Pipe -800mm.

Decorative light pole 4 m: Supply & installation of 4 m Diva combo light pole with complete aluminium base casting and grooved pipe ( Hot dip Galvanised with Avg 65 micron ) with Marine grade paint process of Avg 110 micron with base plate of suitable diameter with junction box cutout flush door with Bottom foot light of IP67 rating of 8-10 watt suitable for pathway light. Junction box shall be in concealed manner (inside the pole). The streetlight pole shall be of ‘composite’ construction designed to withstand specified ‘dead load’ pertaining to the luminaire and its mounting accessories and ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage to the structure. Decorative light pole dimension as per drawing. Scope also includes necessary connection with foundation, cable entry pipes etc. complete as directed by Engineer-in-charge. (Make: Reytek, Kesslec or approved by Engineer-in-charge)

45/50 watt Vale-pole/post top with U bracket : Supply and installation of Decorative Luminaire for Urban lighting, body made of painted aluminium, The protector is made of PMMA with IK07 ( Permanently sealed optical compartment with IP66 protection. The luminaire is equipped with PMMA lenses with wide photometry for increased pole spacing. Fixture is having external surge protection of 10KV. Electronic driver is having power factor>0.90*, THD<20*% and input voltage range from 120-227V AC at 50Hz. in CCT range of 3000,c. Driver can withstand 320V AC for 48 hours and 440 V AC for 8 hours and with specific photometry to achieve wide beam distribution with bridge lux LED. Luminaire dimension as per drawing, etc. complete as directed by Engineer-in-charge. (Make: Reytek, Kesslec or approved by Engineer-in-charge)

Foundation botls 'J' type: Supply and installtion of Galvanized Mild steel foundation botls (Set of 3-4 nos), M 30 x 500 mm long 'J' type, 4.6 grade, IS 5624 Standard, along with template for the above poles.

Trench excavation for Cable Duct Pipe laying: Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground.

Conduit/Duct Pipe for Cable laying: Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II ) with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (C) 90 mm outer dia.

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench/pipe of following size of cables. (A) 4 core 16 Sq. mm

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench/pipe of following size of cables. (B) 4 core 25 Sq. Mm

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench/pipe at road crossing or floor of following size of cable. (A) 3 core 2.5 Sq. mm

CABLE GLAND:- Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete without going tails, insulating tape etc for following size of cables. Also with Solderless crimping type Aluminium / copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 2 to 4 core 2.5 / 4 Sq. mm

CABLE GLAND:- Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete without going tails, insulating tape etc for following size of cables. Also with Solderless crimping type Aluminium / copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (E) 2 to 4 core 25 Sq. Mm

CABLE LUGS: Solderless crimping type Aluminium/Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 1.5/ 2.5/4/6 Sq.mm

CABLE LUGS: Solderless crimping type Aluminium/Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (C) 16 Sq.mm.

Section feeder Pillar (Outdoor Type): Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type section feeder pillar with IP 54 protection & should be powder coated fabricated from 14 Gauge CRCA sheet & folded channel totally enclosed cubical type with pad lock arrangement. The successful tenderer will have to prepare general arrangement with dimensions & get it approve through architect/ Consultant/ Engineer-in-charge. All civil work including RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as per detail drawing and directed by engineer incharge. (A) 150 X 90 X 75 cm (including other fixtures required to functional the SFP inlcuding MCB 63 Amp, MCCB 63 Amp, 4 pole MCB, 4 pole contactor, 20 C MCB, power contactor, approved make Digital time switch operated on astronomical time etc.) as per requirement etc. all complete with all materials, labour charges.

EARTHING:- Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications with chamber and heavy duty cover. (approved make OEM has to submit test certificate) & having back filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long time Necessary test report must be submitted. (b) For Electrical installation up to 11 KV in normal soil. Length of Pipe : 2.00 mtrs, Back filling Compound : 1 no. Bag of 25 Kg.

Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with coupling and buch buried in specially prepared earth pit as per requirement all complete with necessary 8 SWG earth wire.

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 and backfilling with approved material etc. and as per relevant clauses of section 300 & 2100 in

Providing and laying - Filter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications. all complete as directed by Engineer-in-charge.

Providing and filling sand behind abutments and between returns in layers as directed all complete as directed by Engineer-in-charge.

Providing & laying weep hole in Abutments, and returns by using PVC pipe of 100 mm including laying in proper gradeand jointing the completed as per detailed specification, all complete as directed by Engineer-in-charge.

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, all complete as directed by Engineer-in-charge.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, all complete as directed by Engineer-in-charge.

Providing Rigid Apron ambeded in 300mm thick stone with M 15 Grade Concrete complete as per Drawings and Technical Specifications Clause, all complete as directed by Engineer-in-charge.

Providing and laying M15 grade Plain Cement Concrete with 20mm down graded crushed stone aggregate for Curtain Wall at upstream and downstream of structures including all labour, materials, machinery, transporting of concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing, all leads and lifts, etc. complete as per drawing, Technical Specification Section 1500,1700 and as directed by the Engineer.

Providing and laying flexible apron in the upstream and downstream of structure for protection against scour with stone boulders weighing not less than 40 kg each including all labour , materials, machinery, all leads and lifts, compacting to the satisfaction of the Engineer etc. complete as per drawing, Technical Specification Section 2500 and as directed by the Engineer.

Reinforced cement concrete Crash Barrier (M-40 Grade) complete as per drawing and Technical Specification Sections 1500, 1600, 1700, 2700 and 809 and Clause 2703 including formwork, curing etc. all complete as directed by Engineer-in-charge.

Providing and fixing of Drainage Spouts made of G.I. pipe 100 mm dia and grating as per approved design by engineer-in-charge including painting etc., complete as per drawing and Technical specification, all complete as directed by Engineer-in-charge.

Providing , Unloading and Laying factory made/ precast U shape surface storm water drain with Lid (Cover) capable to sustain wehicular load having size of into in dimension from 900 mm x 900 mm and 150 mm thick Lid having load bearing capacity- 10T axle load- 5T wheel load confirming to JIS and meeting IS/IRC requirements having high performance self-compacting concrete of M40 cylinder strength/M-50 cube strength and Fe500 D having anti corossive coating shall be used for reinforcement. The product shall have tie shape groove 10-20 mm width, 25 mm depth as per JIS on both sides of each for jointing two precast units using cement mortar or suitable non shrink grout. The Product should have Flange Coupling jointing arrangements, one each at bottom and both the side walls, at appropriate location for connection between two products. The precast SWD must consist special in built inlets at appropriate location for safer and faster installation. The hole for lifting arrangement must be filled with cement mortar after installation. including supply, transportation on specific location at site in line, level, gradient and plumb and including laid on prepared bed of sand for leveling and with necessary testing commissioning etc complete as per instruction of engineer in charge. In no case the casting shall be allowed to be prepared at site. It should be casted in the stringent atmospheric & pre-defined condition, as per approved QAP as by Engineer-in-charge. Precast Drain with Lid of size 0.9 m x 0.9 m into in

Providing and fixing cast iron steps of size Each 500mm x 150mm x 22.Smm and painting with two coats of Anti-corrosive paint etc. complete at 10m c/c. all complete as directed by Engineer-in-charge.

Providing, Unloading and Laying factory made/ precast Box Culvert of size 2 m x 2 m into in. High strength, Precast box culverts, manufactured with high performance self-compacting concrete as per Japanese Industrial Standards (JIS) including reinforcement. Conforming to Indian standards; and capable of carrying a 5T Wheel load/ 10T Axle load with heavy truck movement. In no case the casting shall be allowed to be prepared at site. It should be casted in the stringent atmospheric & pre-defined condition, including supply, transportation on specific location at site in line, level, gradient and plumb and including laid on prepared bed of sand for leveling and with necessary testing commissioning etc complete as per instruction of engineer in charge.as per approved QAP as by Engineer incharge.

Hanu Infrastructure Pvt Ltd (BID ID -8497)