Construction Of Balance Minor Bridge Work From Karhi To Barethiya Br No 20[ Ch 13990], Br No 21[Ch-14363], Br No 22 [14645], Br No23 [Ch15950], & Br No 25 [19300] ) , Height Gauges Of Rub ( At Br No 3,4,6,9,11, 12, 14,16,21 & Br No 22), Drain Work, Bridge

Construction Of Balance Minor Bridge Work From Karhi To Barethiya Br No 20[ Ch 13990], Br No 21[Ch-14363], Br No 22 [14645], Br No23 [Ch15950], & Br No 25 [19300] ) , Height Gauges Of Rub ( At Br No 3,4,6,9,11, 12, 14,16,21 & Br No 22), Drain Work, Bridge Approach Earthwork, Road Works And Other Ancillary Work From Satna To Barethiya Section In Connection With Satna-Panna New Bg Rail Line Project.

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INR 12.46 Crore /-

	0	1	2	3	4	5	6	7	8
0	S.No.	Item\rCode	Item Qty	Qty Unit	Unit Rate	Basic Value	Escl.(%)	Amount	Bidding\rUnit
1	Schedule B-NS ITEMS	18947496.50
2	1	NS-1	50000.00	cum	160.00	8000000.00	AT Par	8000000.00
3		Description:- Earthwork in filling in Embankment, Guide bunds, sand humps, around buried type abutments,\rbridge gaps, trolley refuges, rain bunds if provided, platforms, etc with earth excavated from outside railway\rboundary entirely arranged by the contractor at his own cost as per specifications and special condition of\rcontract including all lead, lift, ascent, descent, crossing of nallah or any other obstruction and excluding Royalty.\rMechanical compaction of earth filled in embankment with contractors rollers of suitable capacity, type and size to\rachieve specified density as per specification, testing as per IS codes including cost of water, T& P , consumable\rmaterial and all labour as a complete job. The work is to be executed as per latest edition of "Guidelines for\rEarthwork in Railway Projects" issued by RDSO. The rates shall include spreading in layers not exceeding in\rspecified thickness in loose conditions by paver, leveling by Grader, compacting by vibratory roller of required\rcapacity up to desired degree of compaction ( not less than 98% of MDD as obtained from heavy compaction\rmodified proctor Test in accordance with IS 2720 ( Pt VIII) 1983 and IS 10379 of 1982), all dressing of bank to\rfinal profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations\rgrowth, heavy grass, benching of existing slope of old bank, all handling/re-handling, taxex, octroi and excluding\rRoyalty as a complete job.
4	2	NS 2	4000.00	cum	675.00	2700000.00	AT Par	2700000.00
5	Description:- Providing\randlayingblanketingmaterialsofspecificationsasperRDSOguidelines(inWet\rcondition) for design/ construction of formation on Indian railway track issued vide letter No. RS/G/108/Heavy\rexcel load dated 19-102015 using well graded granular material having cu>7, CC between 1 and 3, fines (\rPassing 75 microns) between 3% to 10%, minimum soaked CBR value of 25 and compacted at 100% of MDD in\rlayers of maximum 30 cm thickness in loose state using graders and compaction using vibratory compactors, top\rand side dressing to provide final formation as per designed profile. the rate shall not include compaction, which\rshall be paid separately. " "Note- No.1 - If naturally available materials donot meet the laid down specifications,\rtheblanketmaterialhastobeproducedbymechanicalprocessusingmechanicalcrushingormechanical\rblending method or combination of these two methods as given in the annexure -C of RDSO guidelines and\rspecifications for design of formation for heavy axle load - 2009. the quoted rates are deemed to include the\rproduction of material by mechanical process. Note No2- the filter criteria and minimum EV2 criteria as mentioned\rin the guidelines of 2009 is not applicable.