Construction Of Concrete Road At Ward No . 81 At Sant Tukobanagar Prabhunagar, TOWN HALL AURANGABAD-Maharashtra

Construction Of Concrete Road At Ward No . 81 At Sant Tukobanagar Prabhunagar , excavation for road way in earth soil of all types sand gravel and soft murum including dressing section to the required grade chamber and side slop and covying the excavated material with all lifts and leads up to lead of 50mtrs . and spreading for embankament or stacking as directed by mechanical means morth 301 . 2 . 1 morth 309 ( ssr no: 2 . 11 ) , 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 morth 305 2 . 25 morth 2504 ( ssr no . 2 . 25 ) , construction of granulair sub base by providing course graded material mixing in a mechanical mix plant at omc carrige of mix material work site spreading in a uniform layers with motor grader / paver on prepared suface and compacting with vibratory power rolles achive the desired denity comp . as per clause 401 plant mix method and grading -i materialmorth 403 2 . 39 morth 501 . 8 . 2 . 1 ssr no . 2 . 39 , construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383 , the size of coarse aggregate not exceeding 25 mm , , cement content not to be less than 150 kg / cum , optimum moisture content to be determined during trial length construction , concrete strength not to be less than 10 mpa at 7 days , mixed in a batching plant / weigh batch mixer , transported to site with all leads and lifts , laid with a paver with electronic sensor / by suitable means as approved by engineer-in-charge , compacting with vibratory roller , finishing , curing and including preparation of subgrade surface if required etc . complete . morth 602 5 . 13 morth ( ssr no . 5 . 13 ) , 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 thouht curing period by any other method approved by engineer in charge ( initial lead of 5 . 00 km for raw material up to plant site ) spec no . m . o . r . t . and h 2013 ci 602 p . n . 263 morth 602 5 . 01 mprth 602 ( ssr no:5 . 01 ) , scariflng existing bitumeen pavement to the depth of 50 mm by manual means and disposal of scarifie mterial with all lifts and leads up to 100 metres morth 403 3 . 08 morth 404 ( ssr no:3 . 09 ) , providing and fixing heavy futy inter loocking concrete colour paving blocks of 60 mm thickness of having a strength of 300 kg sq . cm of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skriting joints and cleaning etc . complete . bdm 33 . 51 as directed by engineer in charge ( ssr no: . 32 . 51 )

INR 3000 /-

INR 22268.0 /-

INR 22.26 Lakhs /-

Name of Work: 2.Construction of Concret road at ward No.81 at sant tukobanagar prabhunagar
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for road way in earth soil of all types sand gravel and soft murum including dressing section to the required grade chamber and side slop and covying the excavated material with all lifts and leads up to lead of 50mtrs . and spreading for embankament or stacking as directed by mechanical means MORTH 301.2.1 MORTH 309 (SSR No: 2.11)	1	222	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 MORTH 305 2.25 MORTH 2504 (SSR NO. 2.25)	2	222	cum
3	3	Construction of granulair sub base By providing course graded material mixing in a mechanical mix plant at OMC carrige of mix material work site spreading in a uniform layers with motor grader/paver on prepared suface and compacting with vibratory power rolles achive the desired denity comp.as per clause 401 plant mix method and grading -I MaterialMORTH 403 2.39 MORTH 501.8.2.1 SSR No.2.39	3	102	cum
4	4	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete. MORTH 602 5.13 MORTH (SSR No. 5.13)	4	131.2	cum
5	5	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 thouht curing period by any other method approved by engineer in charge (initial lead of 5.00 km for raw material up to plant site) Spec No. M.O.R.T. and H 2013 Ci 602 P.N.263 MORTH 602 5.01 MPRTH 602 (SSR No:5.01)	5	196.8	cum
6	6	Scariflng existing bitumeen pavement to the depth of 50 MM by manual means and disposal of scarifie mterial with all lifts and leads up to 100 Metres MORTH 403 3. 08 MORTH 404 (SSR No:3.09)	6	340	cum
7	7	providing and fixing heavy futy inter loocking concrete colour paving blocks of 60 mm thickness of having a strength of 300 kg Sq.cm of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skriting joints and cleaning etc.complete. BDM 33.51 As Directed by Engineer in Charge (SSR No:.32.51)	7	300	sqm