Construction of Internal Road at IRB 5, Gumla in the district of Gumla.

Amount

Main Road 5.50 mtr wide & Branch Road 3.75 mtr wide

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 material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. ( Lead 3 Km)

Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.

Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections)

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (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 Royalty etc.@ Rs. 27.48 per cum, cost of watering, rolling & compaction.

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

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 Rolling with Vibratory Roller ( Lead 3 Km)

Construction of granular sub-base by providing coarse 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 clause 401.

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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Construction of un-reinforced, dowel jointed, plain cement concrent 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 25mm , mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed from or slip from paver , spread , compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints ,joint filler, seperation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved , curing compound, finishing to lines and graded as per drawing.

ROAD MARKING-

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.

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 angle iron post 75 mm x 75 mm x 6 mm 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

Road Markers/Road Stud with plastic body of RPM/ASA/HIPS as per clause 804.2.1 of MORTH, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)

Guard wall

Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of

Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all comp

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per bui

Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) IN FOUNDATION

Centering and shuttering including strutting, propping etc. and removal of form for Centering and shuttering including strutting, propping etc. and removal of form for

Providing random rubble stone masonry in C.M. ( 1.4 ) in foundation and Plinth with hammer dressed stone of less than 0.03 M3 in volume and clean lcoar"se sand r:f F M. 2 to 2.5 includtng cost of screening, raking out joints I to ZO mm depth, curing, taxes and royalty allcomplete as per building jspecificatron and direction of E/l

Providing tuck pointing in cement on stone masonary with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/|.

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

(A) Boulder

(B) Local sand

(C) Coarse sand

(D) Chips

Culvert

Excavation for Structures (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.) Ordinary soil Manual means, depth up to 3 m.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble masonry

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M25 using concrete mixer (height up to 5 m) Case I Using concrete mixture

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A PCC Grade M25 using concrete mixer (height 5 m to 10 m) Case I Using concrete mixture

Providing weep holes in Brick masonry / Plain / Reingorced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structre with slope of 1 V: 20H towards drawing foce. Complete as per drawing and Technical specifications

Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I

Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.

Providing and laying of Filter media with granular materia/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 m 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 Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

Providing TMT Steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S. Rods (straight or in coils) to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I

(a) 10 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

(b) 12 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

(c) 16 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

Filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

(A) Coarse sand

(B) Chips

(C) Cement

(D) Boulder

Round About

EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I.

Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)

EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) Plinth Band

Providing designation 75A brick work in C.M (1: 6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.

Providing 12 mm Thk. cement plaster(1:6) on inside walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

Providing edge moulding to 18 mm thick marble stone counters, Vanitiesetc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light aterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.

Providing weep holes in brick masonry/plain/Reinforcement Concrete abutement, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the Structure with slope of 1V:20H drawing foce, Complete as per drawing and technical specifications

CARRAIGE OF MATERIALS

(A)Bricks

(B) Coarse sand

(C) Stone Chips

(D) Cement

(E) Earth

Cable Trench

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) IN FOUNDATION

Centering and shuttering including strutting, propping etc. and removal of form for Centering and shuttering including strutting, propping etc. and removal of form for

Centering and shuttering including strutting, propping etc. and removal of form for Centering and shuttering including strutting, propping etc. and removal of form for wall

Centering and shuttering including strutting, propping etc. and removal of form for Centering and shuttering including strutting, propping etc. and removal of form for Slab

Providing Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I

(a) 10 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

Structural steel work in single section, fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 25X25X6 MM

Carriage of Materials

(B) Coarse sand

(C) Stone Chips

(D) Cement

(E) Steel

Add 12% GST

Add 1% Lebour Cess

M/S MANOJ KUMAR PANDEY