Central Railway Tender
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Costs
EMD
₹ 10,19,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
A)igatpuri-kasara: Vulnerable Cutting Protection Measures Between Krn 126/100- 126/800 Dn Line Of Igp-ksra Section, By Provision Of Rock Fall Barrier In Kasara- igatpuri Ghat Section. B)kasara-atgaon :- Protection Of Track Formation In Omb-ke section From Large Amount Of Storm, Drainage Water Eroding Track Formation Ohe km 113/49-112/1.
Description
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Contact
Tender Id
CR-DRMWBB-2024-30-08-MUMBAI- CST-DIVISION-ENGG/CENTRAL RLYTender No
CR-DRMWBB-2024-30-08Tender Authority
Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
"Providing and fixing of ETAG certified class A flexible rock fall barrier, comprising of class A zinc coated steels meshes and cables (EN 10244-2, EN 10264-2), 3000kJ capacity, 5m height, residual height more than 70% consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/support ropes, clamps, retention panels, etc. (specifications as per IRC SR 23), with post to post distance of 10m and energy absorption by deformation by energy dissipators, etc. complete as per technical specifications and as directed Engineer-in-charge.
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-
4
"Providing horizontal/ inclined subsurface drain holes on the slope with perforated PVC pipe lined with non-woven geotextile of 50mm internal dia by drilling and inserting the perforated PVC pipe, complete and as directed by Engineer-in-charge.
62
1826
113251.68
"Scaling and removal of loose rock including stacking of boulders at bottom of slope and disposal at a dumping place within 3 kms from the site as directed, including all material, labour machinery, etc. complete and as directed as per by Engineer-in-charge.
41
2381
97637.4
"Removal of hanging rock mass from the slope by mechanical means, cutting the 7 same into small size, guiding the mass to bottom with site speicific and suitable materials, stacking the same at the bottom of slope and disposal at dumping place within 3 kms from the site as directed, including all material, labour machinery, etc. complete and as directed as per by Engineer- in-charge.
40
2852
114104.4
"Removal of vegetation, bushes, shrubs in lower and upper sections including stacking of useful material, disposing of material from hill slope with all leads and lifts as directed by Engineer- in-charge.
1025
129
132430
"Excavation for gutters in hard rock by wedging and chiselling or line drilling including 9 dressing section to the required grade and side slopes for gutters and conveying the excavated materials below the hill and disposing off at suitable place with all leads and lifts in the hills as directed by Engineer-in-charge.
18
1948
35080.56
"Excavation for gutters in soft rock by wedging and chiselling or line drilling including 10 dressing section to the required grade and side slopes for gutters and conveying the excavated materials below the hill and disposing off at suitable place with all leads and lifts in the hills as directed by Engineer-in-charge.
20
2124
42480
"Excavation for gutters in hard murum with boulders by including dressing section to 11 the required grade and side slopes for gutters and conveying the excavated materials below the hill and disposing off at suitable place with all leads and lifts in the hills as directed by Engineer-in- charge.
8
1770
14160
"Excavation for gutters in soft murum/lateritic soil/sands by including dressing section 12 to the required grade and side slopes for gutters and conveying the excavated materials below the hill and disposing off at suitable place with all leads and lifts in the hills as directed by Engineer-in- charge.
6
1770
10620
USSOR 2021 Part-A1
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8653452.17
DSR Items 2021 Part-A2
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211906.02
MS Items USSOR 2021 Part-B
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-
94412208.5
Part B1 DSR Items
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-
4527144.01
"Removal of Vegetation, bushes, shrubs in lower and upper sections including stacking of useful material, disposing of material from hill slope with all leads and lifts as directed by Engineerin charge.
3400
97
329800
Fabrication of rail cluster with railways 52kg/60kg SH/US rails and contractors fuel equipment and labour etc erection, fixing in position for supporting and protection of running track 2 during pushing of precast RCC box and removal of the same after completion work of pushing of RCC box stabilization of the running track as per direction of railway engg incharge or his authorised representative at site rate includes cutting of rail,fixing of rail in position and removal of the same with contractors all machinery, labour, fuel, tools and plants and other equipments as per requirement, all applicable taxes and charges.
2
159664
319328.12
Excavation in tunnel by micro tunnel boring machine for installing 1800 mm dia steeve or carrier for sewer line/ storm water drain to correct grade and alignment using slurry or mixed shields across and under the railway track including excavation,jacking, driving pit, and 3 receiving pit as per requirement and necessity for this method and the equipment considering the ground strata up to any depth up to 12m below GL in any type of strata including marshy land soft clay boulder of any strength and hardness, shoring of any type including sheet piles or concrete piles, dewatering, disposal of muck/ excavated material,to any place as directed by the engg.the work includes lowering of pipe placing in position, ensuring propoer alignment and survey as per reqirement with equipment with total station, jacking, sealing the pipe joint s etc.
60
140250
8415000
Description: Approved 1800mm dia RCC sleeve pipe conforming to jacking pipe standard like JSWS A. 6, ASTM C-76, SS 183 or AS-1342 but not less than NP-4 class under IS-458 supplied, jointed and installed to correct level, gradiant and alignment by micro-tunneling 4 method/open cut method. The grade of pipe will NP-4 o greater including design/drawing and getting approval of competent authority. The rate included all material i.e cement, steel, all labours, tools and plants, equipments etc. Design/drawing to be submitted by the contractor to the Railways design dept. for proper approval. for opne cut launching in yard lines. Neccesary crane will have to be arranged by contractor.
60
37400
2244000
2
23375
46750
2
18700
37400
"
105
336
35343
Constructing coffer dams of puddle bags completely new with clay/silt/impervious 8 materials core including diversion|of flow removing and pumping out water etc. complete to|keep working space dry as specified and as directed. (This item includes maintenance during the work in progress and removal of the same after completion of work). 9
1890
2000
3780000
Removal of surplus earth, Debris of masonry concrete beyond railway premises.
1228.5
500
614250
Extra for lifting the ballast from stack duly filling in contractors polythene bags and kept ready on bank side prior to block and dumping by head load into track during block period including all leads and lifts and directed by Engineer-In-charge Note:- The ballast released form the existing track during cutting of fornmationand new supply are considered.
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-
10
Supplying and stacking of 50mm gauge machine crushed hard and durable stone ballast at bridge site with all contractors' labour, lead, lift, crossing of tracks etc.Complete as per specification and as directed by the Engineerin-charge.
700
427
299327
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