Relief And Rehabilitation Department Tender

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Relief And Rehabilitation Department Tender

Works
Drainage Work
Civil Works
Eprocure
Opening Date31 Dec 2019
Closing Date30 Jan 2020
Tender Amount₹ 17,80,00,000 
Notes
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Description

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BOQ Items

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Item No.4 (A):-Constructing embankment for Hearting Zone with seleted material from borrow area including transporting the material with a lead of 15 m.and lift up to 1.50 mlaying in layers, clods including watering etc complete. levelling, spreading, breaking (Available Quantity)

35802.96

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Item No.4 (B):-Constructing embankment for Hearting Zone with seleted material from borrow area including transporting the material with a lead of 15 m.and lift up to 1.50 mlaying in layers, clods including watering etc complete. levelling, spreading, breaking (Borrow Quantity )

68707.93

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Item No.5:-Constructing embankment for Casing Zone with seleted material from borrow area including trans-porting the material with a lead of 15 m.and lift up to 1.50metre laying in layers,levelling & dressing.

11708.36

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Item No.6:- Providing and laying dry stone pitching from borrow area, 20 cm.thick to side slopes of embankment including dresing the bank work with lead of 15 m.& lift up of 1.5 m.

40957.6

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Item No: 7 :- Providing and laying dry stone rubble masonry (Groyne) Excluding pointing and royalty of material.

812.5

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Sub-Total Cost of Earthen Embankment

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Item No:8 - Providing hearting embankmentusing selected impervious soil from approved borrow areas in layers including cost of all materials,machinary, labour,all other operations such as collection of soil,spreading soil in layer of specified thickness sorting out,breaking clods,levelling sectioning edges/sides watering,compacting each layer to density control of not less than 95 % or as situplated using power roller etc.complete with lead up to 1 Km and 6 m lift. (wet condition) ( RING BUND)

6125

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Item No: 9 Dismentling stone masonry cement mortar, including stacking the materials as directed with 15 m lead and 1.5 mtr,lifts,etc. Complete. As Directed By Engineer-In- Charge. S.G. at ch 760m

37.71

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Item No:10:- Dewatering including diversion of stream providing coffer dam for foundation and other part of work, bailing & pumping out water during excavation and construction as required. Amount Of Dewatering

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Excavation

2806.25

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Rubble filling

1950.43

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220.22

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M-25 Upto raft

991.22

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Item No: 11:- Excavation in all kinds of soil including boulder up to 0.60 m diameter(0.113 cum) for canal, seating of embankment,filter drains/catch water drains etc.and placing the excavated stuff neately in dump area or for formation of service road/embankment as directed including cost of all materials,machinary labour, dressing bed and sides to required level and profile etc. complete with lead up to 1 km and 6 m lift. For S.G.

2806.25

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Item No :12 Providing Dry/trap/granite/quartzite/gneiss rubble stone soling 15cm to 20 cm thick including hand packing compacting etc.

2029.19

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Item No:- 13 Providing and laying in situ cement concrete of grade M-15 of trap / granite/quartizite /graded metal for PCC with or without surface reinforcement/RCC concreting requiring heavy or special type of shuttering for works of gallery sluice spillway crest,spillway down stream face energy dissipating structures,intake structures, training wall, piers,abutments etc. with Batching Plant and Transit mixer with shuttering and scaffolding,compacting curing etc.complete with an initial lead of 5km and lift of 1.5 m.

220.22

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Item No:14:-Providing and casting in situ cement concrete M25 trap/granite/quartzite/gneiss metal for RCC piers with vertical & Horizontal diaphragram having neat &smooth finish, centering, using concrete mixer. (For Super structure)complete. Height Upto5m. (Excluding reinforcement)complete. Height Upto5m. (Excluding reinforcement)shuttering,

1024.97

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Item No:15 Providing and laying in position mild steel bar reinforcement including cutting, bending, binding including the cost of steel, binding wire etc complete with all leads and lift.

45.69

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Item No:- 16 Providing and fixing jungle (Non-teak) rectangular wooden doors to the sluice gates having frame size 150mm x 150mm cross sectional area vertical and horizontal post with wooden shutter of 50mm thick and supported by bracing 150mm x150mm Fixing with hingeof Mild Steel plate 50mm x 8mm having length 1000mm & 16mm M. S. bar M. S. plates diagonal bracing fixing with necessary nut & bolt including necessary finishing, fastening & colouring etc. complete.

36.54

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Item No.17: Providing Casing embankment using selected pervious soil from approved borrow areas in layers including cost of all materials, machinary, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling sectioning edges/sides, watering, compacting each layer to density control of not less than 95 % or as situplated using vibratory compactor etc. complete with lead up to 1 Km and 6 m lift.

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For Approach Road

258.75

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Item no.18 : Providing and laying a woven Polyproplyene geotextile of type III manufacturing from black UV stabilised Polyproplyene tape yarn on the prepared subgrade as the seperator cum reinforcement with necessary overlap as per drawing

40957.6

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Sub-Total Cost of CD Works and Approach Road

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Environment Management Plan

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Worksite Safety Measures

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Provision, fabrication and erection of MS barricades of 1.0m height meeting specifications prescribed in IRC SP-55:2014 on the landward side of the saline embankment in worksites near houses, common property resources and sluice gates/drainage structures, including cost of materials and fabrication charges, all materials/equipment required for fabrication, transportion to site, shifting of barricades from one place to another with all incidental charges, leads, lifts and all taxes and duties as applicable from time to time as specified by Engineer-in-charge.

300

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Provision and installation of retro-reflective cautionary/warning signage as per specifications in IRC SP:55-2014 at starting & end point of the project site and at/near work zones, including cost of boards and other materials required for fixing, shifting charges from one place to another with all incidental charges, leads, lifts and all taxes and duties, as applicable from time to time and as specified by Engineer-in-charge.

15

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Provision of temporary access/cross over for properties adjacent to work zones using portable planks (with length 2 to 4 mts. or as required in line with site conditions, with at least 1.2 mts. width)

30

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Provision of first aid and emergency response arrangements in the camp, plant/s and worksites, including fire and electrical safety provisions

2

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Issuing public notice, printing and putting banners and information dissemination through appropriate means regarding type and schedule of civil works, planned diversions and/or partial closures, utility shifting/damage/emergency repairs, complaint handling and all such issues that affect public/road users/residents close to work zones works, at least once in a month for the entire project duration.

36

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Installation of Project Information Board in sheet steel and all supports, including fixing and maintenance during the entire project. Minimum board size should be 3 meters x 2 meters, with necessary information in English and Marathi written in black paint with white background. The board details and the required information will be furnished by the Engineer. The design and information shall be approved by the Engineer-in-charge.

2

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Identification and verification of trees along the route of the saline embankment, marking, preparing the list as per the norms and obtaining clearance for cutting of trees (only in case it is unavoidable), paying compensation and cutting of trees as per the norms, transportatio of cut material to the identified site/depot as per direction of KLDC and the concerned authority.

131

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Tree Plantation as per strategy (species, distance etc.) suggested in the Environment Management Plan, including use of tall saplings (at least 5 feet), preparation and treatment of pits, watering, protection using bamboo tree guards, manuring, replacement of saplings, watch and ward, maintenance etc. till closure of contract. At least 90% should survive at the end of contract period.

1310

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Facilities for Workers at Worksite

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Provision of mobile toilet fitted with anaerobic digestion system separately for male and female workers, fitted with overhead tank and Indian type of pot with other facilities such as tap, lighting and ventilation; stationed at a suitable place in or within 100 metres from active work front. Includes cost of water, shifting cost of mobile toilet from one operational area to another, attendent cost for looking after cleaning and operation of the toilets, all materials and labour charges, incidental charges, leads, lifts and all taxes as applicable from time to time and as specified by Engineer-in-charge.

2

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Providing of mobile drinking water counter/kiosk, fabricated from stainless steel with 300 liters capacity, with two taps and with bottom tank (300 liter holding capacity) to collect waste water and stationed at a suitable place within 100 meters from operational area, with one common attendant for both mobile toilet and drinking water kiosk. Cost includes charges for emptying bottom tank through suction machine, shifting cost of the kiosk from one operational area to another area, attendant cost for looking after cleaning and operation, all materials, labour charges, incidental charges, leads, lifts and all taxes as applicable from time to time and as specified by Engineer-in-charge.

2

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Temporary rest area for workers

2

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Periodic health check-up once in a quarter for all construction workers

6

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Provision of standard coconut fiber logs or coir bags as silt fencing on both sides of embankment - to be installed before the construction is initiated in the stretch and to be left on the site after construction is complete

6000

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Disposal of extra earth/debris/similar unserviceable waste material by mechanical means, including loading, transporting, unloading to pre-approved disposal ground in line with EMP stipulations, including rehabilitation of disposal site within a lead distance of 10 km and as approved by Engineer-in-Charge

3000

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Temporary storm water drainage arrangements, oil interceptors and sedimentation tanks at the construction camp and plant site/s

2

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Cost of water and air quality monitoring once in a quarter in line with parameters and frequency specified in the EMP

6

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Sub-Total Cost of Environment Management Plan

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Royalty Charges for the material as per Govt GR of 11 May 2015

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Rock Toe

126.36

17860

141.35

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Hearting Borrow

68707.93

9711866

141.35

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Casing (Murum)

11708.36

1654976

141.35

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Pitching

10239.4

1447339

141.35

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Rubble Groynee

934.38

132074

141.35

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Ring Bund

6125

865768

141.35

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Rubble Soiling

2333.57

329850

141.35

560.34

79204

141.35

1120.67

158406

141.35

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Approch Road

258.75

36574

141.35

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Sub-Total pf Royalty Charges Govt GR of 11 May 2015

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14433921

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Sub-Total Cost of Earthen Embankment

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Sub-Total Cost of C. D. Works and Approach Road

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Sub-Total Cost of Environment Management Plan

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Royalty Charges for the material as per Govt GR of 11 May 2015

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14433921

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Grand Total

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14433921

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