Construction of Basic Infrastructures of international Level for industrial Area at Dabargram under JIADA.

Amount

Daburgram

Clearing and Grubbing the road land,(Clearing and grubbing the road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of sercviceable materials to be used or auctioned upto a lead of 1000 mts. including removal and disposal of organic soil not exceeding 150mm in thickness.

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.600-900mm

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.900-1800mm

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.>1800mm

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 Masonary Work.

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-PCC M-15 and Above.

Removing all types of Hume Pipe and stacking witin a lead of 1000 metres including earth work and dismantling of masonory works.

Dismantling of flexible pavements and disposal of dismantled materials up to a leadof 1000 meters, stacking serviceable and unserviceable materials separately.

Excavation for roadwork 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 upto 1000m (including royality @ Rs. 30.00 per including watering, rolling & compaction) (i) Ordinary soil

Construction of embankment with approved materials deposited at site from roadways cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of granular sub base by providing coarse graded material @ 1.28 m3 / m3 , 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 clause401. As per MOSRT&H specification401 (5th revision) and direction of E/I Grading V

(construction of dry lean cement concrete sub-base over a prepared sub-grade 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 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing )

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 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 (PQC)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing. 90cm Equilateral triangle

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing. 60cmx60cm Square

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.)80cmx60cm rectangular

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.) 60cm.x45.0cm rectangular

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.)80cmx60cm rectangular 60 cm. Circular

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.)80cmx60cm rectangular 90 cm. high Octagonal

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

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 x 75 x 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 galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

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

Providing and laying factory made chamfered edge cement concrete paver block in footpath, parks, lawns, drive way or light trafic parking etc, of required strength thickness & size/shape, made by table vibratory method using PU mould, laid in required colour& pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-charge 80 mm thick C.C.paver block of M-30 grade with approved color design and pattern.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M20

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification M30

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification M30

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

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.

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

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification M25

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M20

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

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) (ii) M 30 grade concrete.

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 foce. Complete as per drawing and Technical Specifications

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

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 Tar Phelt Cushion under the deck slab as per direction of E/I. complete job

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight

Numbering and writing the culvert no. on new plastered concrete surfaceses as per direction of E/I.

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I.

Supply of hot dip galvanised steel OCTAGONAL Pole heigh-9 mtrs top OAF-bottom 702mm, Bottom QAF-155, Thickness-3mm Base Plate - 260X260X16 mm PCD-260 mm. Supply of foundation accessories set each set consists of 4 nos of M24X750 J bolts 10% templates, Supply of hot dip galvanised standard single arm bracket with 1.0 mtrs Overhang and with 48.3 mm OD Pipe, Make- Surya/Bajaj or equv, As per requirement & technical specification

Errection of steel OCTAGONAL Pole of length 9 mtrs of foundation plinth 300X300X1800 in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required

S/F 240 Volt, 2/32 amp single Pole ' C ' Series M.C.B suitable for inductive loads for 120 W. LED light in the existing Octagonal pole complete with connection testing and commissioning etc. As per requirement & technical specification

S/F 4 Pole pvc. Connector to be fixed in inner space of octagonal pole for connection of cable etc. As per requirement & technical specification

Supplying and Drawing 2x2.5 square mm of FR, PVC insulated copper conductor, single core cable in the existing 9 mtr long octagonal pole ...As per requirement & technical specification

S/F 120 watt LED light of presure dia cast aluminium housing body with optimal heat sink for better thermal dissipation with Injection moulded diffuser in made of special polycabonate material with high transmission index, deliveringg superior light output, Model no.BRTFG 120 W L... As per requirement & technical specification

Supplying XLPE insulated PVC Sheathed armoured cable with aluminium conductor for working voltage up to and 1/C 1100 V as per IS:4099 (part-1) of following sizes (V guard) / Polycab /Finolex or equivalent)...As per requirement & technical specification

(a) 4 Crore X 16 Sq.mm ( including 6x60 mtr Service connection Laying of one number PVC insulated and PVC Sheated / XLPE power cable of 1.1 KV grade of size not exceeding 25 sq. mm direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering...As per requirement & technical specification

Supplying and making outdoor end termination with brash compression gland and AL, lugs of following size PVC insulated and PVC sheated/XLPE AI. Cond Cable of 1.1 KV grade As per requirement & technical specification (a) 4 Crore X 16 sq.mm

Supplying and laying following dia GI medium class pipes a) in road crossing 40 mm dia GI Pipe.

Supplying and laying following dia GI medium class pipes (b) in Pole Plinth for raising of cable PVC/GI pipe 25 mm dia

S/F/F Street light automatic controller time light D.B 110 amp 3 Pole/230 Volt, Digital mode IHXTC 89110 Havells/Indo-Asian) including the cost of F/F time light D.B on service pole with GI/ MS Clamp, required size Nut-Bolt all complete As per requirement & technical specification

Earthing with copper earth plate 600mmX3mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. As required ( but without charcoal or coke and salt ) As per requirement & technical specification

Extra for using salt and coke for G.I or Copper Plate earth electrode as required As per requirement & technical specification

Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. As per requirement & technical specification

LABOUR CESS

SHREE RAM ENTERPRISES (BID ID -635282)