Pune Metropolitan Region Development Authority Tender

Excavation for catch / side water gutters in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of Unsuitable or excess stuff as directed.

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 50m. and spreading for embankment or stacking as directed.

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 50m.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 50m. And spreading or stacking as directed.

Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stocking as directed.

Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 m.) (By Mechanical Means)

Excavation for foundation in hard murum including removing the excavated material up to a distance of 50 metre beyond the building area & stacking and spreading as directed,dewatering, preparing the bed for the foundation and necessary back filling ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 m.) (By Mechanical Means)

Providing and laying in situ / ready mix cement concrete of M15 proportion with trap/ granite/ quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial sand)

Providing and fixing in position Thermo Mechanically Treated - 500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches excetra as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work/retaining walls etc. including necessary form work, compaction, finishing and curing etc.complete. (with reversible drum type mixer/ concrete batch mixplant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand,

Providing and laying cement concrete pipe of IS 458:2003 NP-3class of 900 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing selected hard murum filling including laying in layers of 15 to 20 cm with watering and compacting etc. complete.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver 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 -- By Mix in Place Method and Grading - I Material

Preparing embankment from materials obtained from road cutting including all leads and lifts, laying in layers of 20 cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete. inclusive, from the site of excavation to the site of deposition as directed by Engineer in charge.

Providing earth work in embankment with approved materials obtained from departmental/ Private land or other sources, including all leads and lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grade & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete.

Labour charges for providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete

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 V-Sat attachment.to the required density. 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 V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 millimetre) Aggregate)

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials,preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc. complete. Including picking of existing WBM surface

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials,preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) with available hand broken metal heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc. complete. Including picking of existing WBM surface.

Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributer at the rate of 0.20 kg per Sq.M. on the prepared bituminous cleaned with mechanical broom

BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 2, 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 for 50/75 mm compacted thickness with 3.4 % VG-30 Bitumen. --USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and VSat attachment.

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm 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 VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller

Providing and fixing R.C.C. 200 metre stones as per I.R.C.standard including fixing in standard size C.C.1:4:8 block including curing, painting lettering etc. complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 900 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor,Work completion and liability period etc', having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm Including,excavation,refilling,transportation,and labour etc.complete.

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 3mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out 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 fixing of retro-reflectorised informatory sign board Rectangular/ Square in shape having area greater than 0.9 square metre made out of 4 millimetre Aluminum Composite Material (ACM) bonded with white retro reflective sheeting bonded with white retro reflective sheeting of Class C (Type XI micro-prismatic grade sheeting) having pressure sensitive/ heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012, table number 8.3, supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre duly painted on back side with two coats of grey stove enamel paint and supported on one number of Mild Steel angle iron post of size 75 millimetre x 75 millimetre x 6 millimetre, 3.5 metre long, firmly fixed to the ground by means of properly designed foundation with Mix-25 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 paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C (Type XI micro-prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/ convertor issued for field performance including the screen printed areas and cut-out 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.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete.

Providing and fixing M-15 R.C.C. guard stone/ indicator stones/boundary stones of standard size and shape including fixing in C.C. 1:4:8 and white washing etc. complete.

Note:

Item for which no rate or price has been entered in will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer: ITB clause 13,2 and GCC clause 43.3)

Unit rates and prices shall be quoted by the bidder in Indian Rupee [ITB Clause 14.1].

Where there is a discrepancy between the rates in figures and in words, the rate in words will govern. [ITB Clause 27.1 (a)].

Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1(b)].

BOQ is in two parts i. e. Part-1 Work Portion and Part-II Material Testing and Royalty Charges. Bidder should quote his rates and amount only in Part-I Work Portion only.

Rates for Testing Charges as mentioned in Part-II are fixed and not to be changed.

The offer of the work will be compared on both i. e. Part-I and Part-II (BOQ, Testing Charges and Royalty).

BILL OF QUANTITIES - PART-II (Material Testing and Royalty Charges) The Details As per B - 2 Tender (Fixed Rates- not to be changed by the bidder)