M and R to Malegaon Sayane textile park Operation and Maintenance of WSS with all allied works on job basis for one calender year Rs. 2343662

Amount

As per Schedule B

Operation & maintenance of entire water supply scheme operating pumps opening of inlet valve of raw water gravity main. Distribution pipe line @ malegaon, collection of ,SEDCL/BSNL bills for w/s/schemes distribution of water bills / notice etc including all duties assigned as & when required etc. as a job ONE CALENDER YEAR.

Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi?tion/revision with amendments for Rubber Gaskets.i) 100mm

iii) 200mm

Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. e) Plain ended specials or plain ended branch flanged specials of all diameters.

Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc. a) 80 to 300 mm dia

Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.a) Sluice valves - PN -1 (Without by pass) i) 100mm

iii) 200mm

Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. completea) Air Valve Single Ball Flanged / Screwed Type - PN -1ii) 20 mm.

Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. F) As above of 1.2 x 1.2 M internal size and depth upto 1.2 M with precast R.C.C slab cover ( Air valve chamber)

G) As above of 1.5 x 1.5 M internal size and depth upto 1.5 M with precast R.C.C slab cove( connection point + Wash out + SV 300 + SV 600) = 4+5+4+7=20 For SV

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.

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. 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 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)

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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm 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 vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)

Picking the road surface including sectioning etc. complete (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 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified 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 per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

Royalty Charges

Earth

40 mm & Above metal

Lab Test Charges

Carriying out below mentioned tests on EARTH WORK as per relevant standards. Submitting test result and retesting if required inluding all charges etc complete. CBR Test ( Field Determination Test) Excluding Transportaion Per IS 2720 PAR XXX)

Field Moisture content

Liquid Limit& plastic Limit

Compact Test ( Proctor Density)

Carriying out below mentioned tests on WBM AGGREGATE as per frequancy in the Govt.labouratory as per relevant standards. Submitting test result and retesting if required inluding all charges etc complete.Aggreagte impact value/ Compressive strength/ water abosuption

Sieve Anaylsis

Abrasion Value

Flakiness index & Elongation

Stripping value

Soundness

Carriying out below mentioned tests on MPM for qualytity of binder and aggregate as per relevant standards. Submitting test result and retesting if required inluding all charges etc complete. Penetration, Softening Point, Flash & Fire Point, Specific Gravity

Viscosity.

Ducility / Elastic Recovery

Aggreagte impact value/ Compressive strength/ water abosuption

Sieve Anaylsis

Abrasion Value

Flakiness index & Elongation

Stripping value

Soundness

Carriying out below mentioned tests on DBM for qualytity of binder and aggregate as per relevant standards. Submitting test result and retesting if required inluding all charges etc complete. Penetration, Softening Point, Flash & Fire Point, Specific Gravity

Viscosity.

Ducility / Elastic Recovery

Aggreagte impact value/ Compressive strength/ water abosuption

Sieve Anaylsis

Abrasion Value

Flakiness index & Elongation

Stripping value

Soundness

BM mix design with all test on aggregates

Density of Bituminous core

Extraction Test

Carriying out below mentioned tests on BC for qualytity of binder and aggregate as per relevant standards. Submitting test result and retesting if required inluding all charges etc complete.Penetration, Softening Point, Flash & Fire Point, Specific Gravity

Viscosity.

Ducility / Elastic Recovery

Aggreagte impact value/ Compressive strength/ water abosuption

Sieve Anaylsis

Abrasion Value

Flakiness index & Elongation

Stripping value

Soundness

BM mix design with all test on aggregates

Density of Bituminous core

Extraction Test

E Solution Services (BID ID -7119766)

gayatri elctricals & enterprises (BID ID -7116044)