Construction Concrete Road At Vithhal Nagar In Ward No . 87, TOWN HALL AURANGABAD-Maharashtra

Construction Concrete Road At Vithhal Nagar In Ward No . 87 , exavation for road way in earth soil of all sorts sand , gravel or soft murum including dressing section to the required grade , camber and side slops and conveying theexavated material with all lifts and lead up to a lead of 50 . m and spreading for embankment or stacking etc . as directed ( ssr 2017-2018 item no . 2 . 1 , conveying materials , obtained from road cutting , including all lifts laying in layers of 20 cm to 30 cm breaking clods , dresing to the required lines , curve , grades and sections watering and compacting to not less than 97% of standerd proctor density for a lead of over 50 m . to 300 m inclusive from the site of excavation to the site of deposition as directed ssr 2017-18 item no . 2 . 25 , providing earth work in embankment with approved materials obatained by excevation from departmental and or other sources incl all lifts and lead upto 50 m laying in layers of 20 cm to 30 cm thickness breaking colds dressing to the required lines cuvers grade and section watering and copaction with vobratory rollar with v sat attachment to achive not less than 97% of stad proctor density etc . copm . ssr 2017-18 item no . 2 . 27 , providing aggregates normal size 40 mm depositing on a prepared surface by hauling vehickles spreading and mixing etc . complete . as per ssr 2017-18 item no . page no . 358 sr . no . 52 aggragates normal size 40 mm , providing and laying casting in situ /redy mix cement concret in m-10 of trap /granite /qurtzite gniess /metal for foundition and bedding including balling out water from work laying pumpng compacting roughning them if spacial finish is to be dorivieded finshing if requiar and curing complete coping to bad wall parapet including centering from work compaction and curing etc complete with fully automatic . micri processr based plc with scada with natural vsi quality artificail sand ) ssr 2017-18 item no 24 . 01 , providing laying in situ m30 grade uneinforced plain cment concrete pavement over a prepared sub base with 43 grade cement coarse nad fine aggregate comforming to is:383 using fine and coarse aggregrate combine gradation as per table 600 -3 morth specification 2013 mixed in batching and mixing plant non tilting mixer and weigh batcher as per spproved mix design snd mixture trsanporting to dit spreading laying compating finish in a continious opration finishing to line and grades as directed by engineer in charge curuing by curing compound /by providing cmenet veta in ement mortor 1:8@ 0 . 60x0 . 6m center admeuuring 80mm of bottom and 40 mm at top with depth of 75 mm and maintaning the same throughout curing period by any other method approved by engineer in charge ssr item no . 5 . 01 . , compacting sub grade/ gravel/60 mm over size metal ( upto 200 m . m . loose ) /40 mm size metal ( 100 mm loose ) layars upto 2 . 00m to 7 m wide with power roller including nacessary labour materials and artification watering etc . comp . as directed by engineer in charge space no : rd 32 and 35 p . no . 206 and 209 pwd/ d . s . r . page no . 112 item no . 762 , scarifying the existing granular road surfac to a depth of 50 mm and disposel of scarifying material within all lifts and leads up to 100 meters ssr 2017-18 item no . 3 . 09 , providing laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water of omc in mechanical mix plant carraige of mix material with 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 desired density . lying by grader /paver as per ssr item no . 3 . 23 , add for royalty chargess , laboratory testing of compressive strenth of c . c . cube ( set of 3 cubes ) , laboratory testing of tacking of core samples in cocnret pavement , laboratory testing of basic test of cement standered consistancy finenes specifie gravity setting time ( initial & final ) compressive strenth , soundness . tacking of core samples in cocnret pavement

INR 3000 /-

INR 15168.0 /-

INR 15.16 Lakhs /-

Name of Work: Construction cocnret road at Vithhal nagar in ward No.87.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Exavation for road way in earth soil of all sorts sand, gravel or soft murum including dressing section to the required grade , camber and side slops and conveying theExavated material with all lifts and lead up to a lead of 50.m and spreading for embankment or stacking etc. as directed (SSR 2017-2018 Item No.2.1	1	336	cum
2	2	Conveying materials, obtained from road cutting, including all lifts laying in layers of 20 cm to 30 cm breaking clods, dresing to the required lines, curve, grades and sections watering and compacting to not less than 97% of standerd proctor density for a lead of over 50 m. to 300 m inclusive from the site of excavation to the site of deposition as directed SSR 2017-18 Item No.2.25	2	336	cum
3	3	Providing earth work in embankment with approved materials obatained by Excevation from departmental and or other sources incl all lifts and lead upto 50 M laying in layers of 20 cm to 30 cm thickness breaking colds dressing to the required lines cuvers grade and section watering and copaction With vobratory rollar with V sat attachment to Achive not less than 97% of stad proctor density etc. copm. SSR 2017-18 Item No.2.27	3	16	cum
4	4	Providing Aggregates Normal Size 40 mm depositing on a prepared surface by hauling vehickles spreading and mixing etc.complete.As per SSR 2017-18 Item No. Page No.358 Sr.No.52 Aggragates Normal Size 40 mm	4	24	cum
5	5	Providing and laying casting in situ /redy mix cement concret in M-10 of trap /Granite /Qurtzite Gniess /metal for Foundition and bedding including Balling out Water from work laying pumpng compacting roughning them if spacial finish is to be dorivieded finshing if requiar and curing complete coping to bad wall parapet including centering from work compaction and curing etc complete with fully Automatic .micri processr based PLC With SCADA with natural VSI quality artificail sand ) SSR 2017-18 Item No 24.01	5	112	cum
6	6	Providing laying in situ M30 grade uneinforced plain cment concrete pavement over a prepared sub base with 43 grade cement coarse nad fine aggregate comforming to IS:383 using fine and coarse aggregrate combine gradation as per table 600 -3 morth specification 2013 mixed in batching and mixing plant non tilting mixer and weigh batcher as per spproved mix design snd mixture trsanporting to dit spreading laying compating finish in a continious opration finishing to line and grades as directed by engineer in charge curuing by curing compound /by providing cmenet veta in ement mortor 1:8@ 0.60x0.6m center admeuuring 80mm of bottom and 40 mm at top with depth of 75 mm and maintaning the same throughout curing period by any other method approved by engineer in charge SSR Item No. 5.01.	6	168	cum
7	7	Compacting sub grade/ gravel/60 mm over size metal (upto 200 m.m. loose ) /40 mm size metal (100 mm loose) layars upto 2.00m to 7 m wide with power roller including nacessary labour materials and artification watering etc.comp.as directed by Engineer in charge space No : Rd 32 and 35 P.NO .206 and 209 PWD/ D.S.R.Page No.112 Item No.762	7	160	SQM
8	8	Scarifying the existing Granular road surfac to a depth of 50 mm and disposel of scarifying material within all lifts and leads up to 100 Meters SSR 2017-18 Item No.3.09	8	720	SQM
9	9	Providing laying spreading and compacting graded stone aggregates to WET MIX MACADAM specification including premixing the material with water of OMC in mechanical mix plant carraige of mix material with 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 desired density. lying by grader /paver as per SSR item no. 3.23	9	48	cum
10	10	Add for Royalty chargess	10	40	cum
11	11	laboratory testing of Compressive strenth of C.C .cube (set of 3 cubes)	11	1	1 Test
12	12	laboratory testing of tacking of core samples in cocnret pavement	12	3	1 Test
13	13	laboratory testing of BASIC TEST OF CEMENT Standered consistancy finenes specifie gravity setting time (initial & final) Compressive strenth ,soundness.tacking of core samples in cocnret pavement	13	1	1 Test