BRR : 8723855
Click Here To View Tendering Authority. Technical Bid City/State :  AURANGABAD, Maharashtra
Tender Brief : Construction Home Pipe Culvert At Abrar Colony In Ward No-34 Artinagar Misarwadi , Excavation For Foundation Including Shoring And Structting As Necessary And Disposing Off Excavated Stuff As Directed In Earth , Sails Of All Types , Sand , , Gravel , Soft Murum Etc . Complete . ( Excluding Dewatering If Spearately Provided Etc . Complete ) As Directed By Engineer In Charge For Depth Of 1 . 5 M Spec . No . Br . 3 Page No . 102 D . S . R . I . No . 820 Page No . 185 , Excavation For Foundation Including Shoring And Structting As Necessary And Disposing Off Excavated Stuff As D... Read More
Tender Value
7,13,682
Submission Date
20-01-2020
Participated Bidder List
1 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics
Work Detail
construction home pipe culvert at abrar colony in ward no-34 artinagar misarwadi , excavation for foundation including shoring and structting as necessary and disposing off excavated stuff as directed in earth , sails of all types , sand , , gravel , soft murum etc . complete . ( excluding dewatering if spearately provided etc . complete ) as directed by engineer in charge for depth of 1 . 5 m spec . no . br . 3 page no . 102 d . s . r . i . no . 820 page no . 185 , excavation for foundation including shoring and structting as necessary and disposing off excavated stuff as directed in marshay land , soils excluding dewatering if separately provided up to depth of 1 . 50 m . etc . complee as directed by engineer in charge . spec . no . as directed by engineer in charge d . s . r . i . no . 821 page no . 186 no . , excavation for foundation in hard murum including shoring and strutting as necessary and disposling off excvated stuff as directed excluding dewatering if spearatley provided etc . complete as directed by engineer in charge . spec . no . br . 3 page no . 102 d . s . r . i . no . 822 page no . 186 no , excavation for foundation in soft-rock including shroing and strutting as necessary and disposing off excavated stuff as directed exlcuding dewatering if separately provided etc . complete . as directed by engineer in charge spec . br . 3 page no . 102 d . s . r . i . no . 1061 page no . 297 , dewatering including diversion of strem , providing cofferdam , bunds etc . as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual intial natural water level for start of that particualr component till completion of bridge etc . complete as directed by engineer in charge d . s . r . i . no . 833 page no . 188 a ) abutment returns , ( non perenial river or stream ) , providing isi standard r . c . c . pipe np2 class in standard lenghts of following dimaeter suitable for either collar joints or rubber rings joints , including all taxes ( central and local ) inspection chrges transport to departmental stores/ site unloading and stacking with required collars or rubber rings etc . complete . ( as per mjp dsr 2002-2003 ) i . no . 1 ( d ) page no . 143 class np-2 -1200 mm dia . , providing isi standard r . c . c . pipe np2 class in standard lenghts of following dimaeter suitable for either collar joints or rubber rings joints , including all taxes ( central and local ) inspection chrges transport to departmental stores/ site unloading and stacking with required collars or rubber rings etc . complete . ( as per mjp dsr 2002-2003 ) i . no . 1 ( d ) page no . 143 class np-2-600 mm dia . , lowering , laying and jointing in proper grade and alignment r . c . c . pipe with collar joints in cm ( 1:1 ) prop . for socketed rcc pipes with rubber joints ( excluding cost of rubber ring of r . c . c . collar ) including cost of conveyance from stores to site of work , cost of jointing material labour , giving hydraulic testing etc . complete . as directed by engineer in cahrge ( for all class of pipes ) ( as per mjp dsr 2002-2003 i . no . 2 page no . 145 ) 1200 mm dia . , lowering , laying and jointing in proper grade and alignment r . c . c . pipe with collar joints in cm ( 1:1 ) prop . for socketed rcc pipes with rubber joints ( excluding cost of rubber ring of r . c . c . collar ) including cost of conveyance from stores to site of work , cost of jointing material labour , giving hydraulic testing etc . complete . as directed by engineer in cahrge ( for all class of pipes ) ( as per mjp dsr 2002-2003 i . no . 2 page no . 145 ) 600 mm dia . , providing and laying in situ . cement concrete m-15 1:2:4 of trap/ granite / quartzite / gneiss metal for foundation and bedding including dewatering , compacting , and curing etc . complete . spec . no . bd . e 1 page no . 287 dsr i no . 24 page no . 24 , providing uncoursed rubble masonry of trap/granite/quartizte/gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on unexposed faces and watering complete . spec . no . bd . h . 1 page no . 329 d . s . r . i . no-95 page no . 41 , providig and casting in situ cement concrete 1:2:4 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete coping to plinth or parapet and sills of doors and windows , moulded or chamfered as per detailed drawings approved by the engineer in charge iincluding centering , formwork , compacting , finishing the formed surfaces with cement mortar 1:3 of sufficent minimum thickness to give a smooth and evensurface curing etc . complete . ( exlcuding reinforcement ) ( 6 . 27 bag/ cum ) spec . no . bd . f 12 page no . 304 d . s . r . i . no . 57 page no . 31 , providing and laying insitu cement concrete m-10/1:3:6 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering , form work , compacting , roughening them if special finish is to be preovided , finishing if required and curing . etc . complete . spec . no . bd . e 1 page no . 287 pwd dsr item no . 38 page no . 26 , construction of unreinforced / rein froced cement concrete pavement in m-30 grade concrete with 43/53 grade complete etc . dsr p . no . 273 item no . 995
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