Imp. to Dabi Indapwadi Malkapur Mandwa Road MDR-53 Km. 18/200 to 19/00 (Imp. to Ghat) Re Constructions of Bridge Km. 8/200, 13/200, 15/600 Tq. Parali Dist. Beed

Amount

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etcetera complete.

Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etcetera complete.

Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etcetera complete.

Excavation for foundation in hard rock by controlled blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etcetera complete.

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etcetera as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etcetera complete. (prior approval of Superintending Engineer will be necessary)

A] Abutment

B] Piers

Providing and laying in situ /ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etcetera complete. (with fully automatic micro processor based PLC with Supervisory Control and Data Acquisition (SCADA) enabled with reversible drum type mixer /Concrete Batch misx plant (Pan Mixer) with natural/artificial sand)

Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etcetera including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etcetera complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metre in followinh manners (a) Height upto 5 metre (With Concrete Mixer)With Natural / VSI standard Artificial Sand

Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in cement mortar 1:3 and curing etcetera complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer). with Natural / VSI standard Artificial Sand

Providing and laying in situ /ready mix M25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab etcetera including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etcetera complete. (height up to 4 meter with fully automatic micro processor based PLC with Supervisory Control and Data Acquisition (SCADA) enabled concrete batch mix plant / pan mixer with natural/ VSI Standard Artificail sand)

Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etcetera complete.

Providing expansion joints with 25millimetre thick bituminous pad as per detailed drawings etcetera complete.

Providing tar paper bearing including laying in proper position etcetera complete.

Providing and laying in situ /ready mix M20 Reinforced Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etcetera complete. (excluding reinforcement, with fully automatic micro processor based PLC with Supervisory Control and Data Acquisition (SCADA) enabled concrete batch mix plant / pan mixer with natural/VSI Standard Artificial sand)

Providing vent holes 100millimetre diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etcetera complete.

Providing and fixing M­15 Reinforced Cement Concrete guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in Cement Concrete 1:4:8 and white washing etcetera complete.

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etcetera complete.

Providing and laying in situ /ready mix M20 Cement Concrete of trap/ granite/ quartzite/ gneiss metal for wearing course 8centimetre thick including compacting, finishing, curing and filling in joints with bitumen etcetera complete. (with fully automatic micro processor based PLC with Supervisory Control and Data Acquisition (SCADA) enabled concrete batch mix plant / pan mixer with natural /VSI Standard Artificial sand)

Providing trap/ granite/ quartzite/ gneiss rubble filling over haunches and arches including hand packing etcetera complete.

Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etcetera complete

Watering & compacting of embankment formed of materials obtained from the road cutting within a lead of 50 metre, not less than 97% of standard Proctor density after laying them in layers of 20 centimetre to 30 centimetre with Power roller.

Prividing and fixing pressure relief pipes of 100 millimetre diametre of Asbestos Cement / Polyvinyl Chloride as per drawing for Reinforcement cement concrete Raft, galaries returns, abutments, wing wall etcetera complete.

Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 metre to 300 metre inclusive from the site of excavation to the site of deposition as directed.

Providing railing of mild steel angle post 2.0 metre center to center of section 75millimetre x 75millimetre x 10millimetre or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30centimetre including hold fast of 25millimetre diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30centimetre x 30centimetre x 30centimetre with three rows of 40millimetre B class GI pipe provided at 30centimetre on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etcetera complete.

Providing and laying cast in situ/ Ready Mix cement concrete M­15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etcetera complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etcetera (Wooden centering will not be allowed.)

Providing and fixing of retro­ reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4millimetre aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro­prismatic grade sheeting­HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress 67­2012 Table No 8.3, supported with back support frame 25millimetre x 25millimetre x 3millimetre, duly painted on back side with two coats of grey stove enamel paint & supported on two no. mild steel angle iron post 75 millimetre x 75 millimetre x 6 millimetre, 3.5 metre long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 centimetre width including GI fixures and transportation etcetera complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro­prismatic grade sheeting­HIP) sheeting shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cut­out sheeting and cut­ out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Providing and filling in well with sand/ rubble and sand/ shingle and sand including compacting between the top and bottom plugs etcetera Complete

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etcetera, complete.

Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etcetera

Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading or stacking as directed.

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.

Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.

Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etcetera complete.

Providing cast in situ /ready mix M10 grade cement concrete for head walls of Cross Drainage Work / retaining walls etcetera including necessary form work, compaction, finishing and curing etcetera complete. (with reversible drum type mixer /concrete batch mix plant (Pan Mixer) with Supervisory Control and Data Acquisition (SCADA) with natural/VSI Standard Artificial Sand, cement 4.05 bags/cubic metre)

Providing and casting in situ /ready mix Plain Cement Concrete M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etcetera complete. (with reversible drum type mixer /concrete batch mix plant (Pan Mixer) with Supervisory Control and Data Acquisition (SCADA) with natural/VSI Standard Artificial Sand

Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100 milimetre diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etcetera complete.

Providing soling using 80 millimetre size trap metal in 15 centimetre layer including filling voids with Crushed sand/grit, ramming, watering etcetera complete.

Providing and laying in situ/ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etcetera complete. (with reversible drum rtype mixer/Concrete Batch Mix Plant (Pan Mixer)) with Supervisory Control and Data Acquisition (SCADA) with natural/ VSI Standard Artificial Sand)

Providing and laying cement concrete pipe of Indian Standard 458:2003 NP­2 class of 900millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etcetera complete.

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V­Sat attachment.to the required density. By Mechanical Means ­Grading I (Using Screening Type B (11.2 millimetre) Aggregate)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V­Sat attachment. to the required density. By Mechanical Means ­ Grading II (Using Screening Type B (11.2 millimetre) Aggregate)

Providing and constructing 75 millimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 millimetre stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG­30 grade @ 2 Kilogram/square metre, spreading 12 millimetre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 etcetera complete. Including picking of existing Water Bound Macadam surface.

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry Black Topped surface 3 Kilogram/10 Square metre VG­30 bulk bitumen

Open Graded Premix Surfacing- Providing and Laying Open Graded Premix 20 millimetre thickness composed of 13.2 millimetre to 5.6 millimetre aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over Modified Penetration Macadam Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 Killogram Square Metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne etcetera complete. (VG-30 bulk bitumen rates are considered to arrive at rates)

Royalty Charges with Surcharge

Testing Charges

Mix Design

Concrete Cube

Steel

Metal Test

Murum Test

Bitumen Test

Concrete Test

Sand Test

shree Sainath Construction

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