Relief And Rehabilitation Department Tender

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Relief And Rehabilitation Department Tender

Works
Drainage Work
Eprocure
Opening Date1 Jul 2019
Closing Date22 Aug 2019
Tender Amount₹ 10,82,20,626 
This is an estimated amount, exact amount may vary.
Notes
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Documents
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BOQ Items

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DO_NOT_SHOW

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For existing bund

14509.53

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For turning table

45729.3

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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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1) For Embankment

21079.51

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Supplying and spreading geofabric filter layer of geotextile of Polyproplyene multifilament woven to the line, level & grade with pore size less than 0.075mm & permeability greater than 9.0 litre/sqm/second confirming specification IS 1969 & ASTM standadrd including conveying to the site, joining and stiching with proper overlap & laying at excavated surface in tidal condition as directed by engineer-in-charge etc complete.

46442.55

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Providing and constructing 200 mm thick dry rubble stone pitching with pin headers at 2 per Sqm using stones and stone chips from approved source including cost of all materials,labour,hand packing/wedging stone chips,finishing etc.complete with lead up to 50 m and all lifts excluding royalty of material.

46442.55

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Providing and constructing dry rubble Rock toe using rubble and stone chips from approved source including cost of all materials,machinary,labours,hand packing rubble and stone chips,finishing top and sides to required slopes etc.complete with leads up to 50 m and all lifts excluding royalty of material with header ect. Complete. Spec. No. Rd 61 Page No. 141

90

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Providing and laying dry stone rubble masonry (Groyness) excluding pointing and royalty of material.

7168.35

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Providing and laying box type flexible gabions of required size and rope of 10mm mpolypropylene material four strand mesh of 150 mm x 150mm size , filled with hand paked stones of 20 to 50 kg in weight so as to give total mass required with all leads and lifts including fusing top of gabions tying to each other and laying to rfequired line ,level slope as per drawing , section as directed etc complete under tidal conditions

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A) Gabions of size - 1.50 x 1.00 x1.00 m

2727

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Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as perdetailed designs and drawing or as diected including cutting, fabricating, hoisting, erecting, fixing in position , making riveted/bolted/welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shades etc. complete

2.64

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Sub-Total Cost of Earthen Embankment

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Providing hearting embankment using 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)

21157.5

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Dismentling R.C.C. work and removing the stuff to a distance of 15 m and 1.50 mtr.lift including stacking etc.complete as directed .

9

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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.

99.53

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Dewatering Including Diversion of stream providing coffer damps,bunds etc as may be necessary foe piers and abutments foundation & other part of the work & bailing out & pumping out water during and after excavation as may be necessary for all items of constructions i e excavation,bedding, soling, PCC & cincreting etc complete spec no. BR-4/page no- 103

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Excavation

5386.98

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Rubble Filling

3272.18

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CC M-15

595.97

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M-25 Upto Raft

943.72

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Excavation in all kinds of soil including boulders up to 0.60 m diameter(0.113cum) 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

5386.98

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Providing and laying rubble soling below foundation in layer including filling with rubble chips, murum etc

3272.18

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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.

595.97

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Providing & laying in situ Cement Concrete of grade M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. works of gallery,sluice,spillway crest,spillway down stream face,energy dissipating structures,intake structures,retainibg wall, piers, abutments,slab etc. with Batching Plant and Transit mixer including shuttering and scaffolding,compacting,curing etc complete with an initial lead of 50 m and lift of 1.5 m

1300.63

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Providing and cutting bending, hooking, laying in position and tying HYSD bars for reinforcement as per detailed drawings for R.C.C. work. Spec. No. Br 35 Page No. 134 & Br 49 Page No. 143 MoRT & H-1600.

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For 12 mm bar

25.3

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For 8 mm bar

29.71

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Providing and fixing polypropelyne glass lined Fibre Glass Reiforced Plastic (PPGL-FRP) rectagular gate (Horizontal Flap) with gate shutter made out of good quality heavy duty PPGL-FRP material and the frame supporting the shutters made of heavy duty reinforced FRP suitably hinged to facilitate the gate operation, excluding transportastion, etc., complete. The gate shall withstand hydrostatic pressure of 4.5 m with adequate factor of safety.

108

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Sub-Total Cost of Cross Drainage Works

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Providing hearting embankment using 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. (Dry condition)

4950

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Excavation in all kinds of soil including boulders up to 0.60 m diameter(0.113cum) 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

1575

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Sub-Total Cost of Approach Road

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Site Safety : Barricading and Caution

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Provision of MS Barricades at workl sites. Provision of LED strip lighting to MS barricades towards road side as a safety measure during night hours, including cost of LED strips and other materials/equipment required for fixing and illumination of LED strips, shifting of LED strips 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. Provision of LED light for illumination of work zone.

185

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Provision of Caution Floor Stand (12 at active site to be placed at starting and end point of active site location) and Barricading Tape (enough quantity for need based use)

6

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Cost towards first aid and emergency response arrangements in the camp, plants and worksites (including fire and electrical safety provisions)Communication Systems ( dedicated mobiles phone with personal responsible for EHS management)

1

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Utility shifting & restoration

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Restoration of crematorium

33

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Access provide to embankment

3

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Compensatory Tree Plantation (10 trees per tree cut for 52 trees= 420 trees.

520

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Silt fencing on creek side Geo textile sheets tied on bamboos at the base of embankment for 1 km active site length

2000

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Sanitation at Construction Site, Construction and labour Camp

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1) Provision of Mobile toilet fitted with Anaerobic digestion system (six at active site three for male and three for female, placed at both end of active site + Plus six at labour camp: three for male and three for female)

8

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ii) Maintenace Cost for Mobile Toilets

8

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2) Septic tanks at Construction Camp and Labour Camp.

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 litre holding capacity) to collect waste water and stationed at a suitable place within 100 metres 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, attendent cost for looking after cleaning and operation, all materials and all labour charges, all 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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Waste Collection, Segregation, Disposal & Management (1 site)-Construction & Demolition Waste, Waste from labour camp & construction site etc

1

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Temporary sheds for material storage, paved areas and rest areas for workers.

1

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Temporary storm water drainage, oil interceptors and sedimentation tanks

1

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Environmental Monitoring (should be carried out twice in Year)

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Air Monitoring

2

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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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Hearting Borrow

58854.05

8318430

141.34

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Casing (Murum)

21079.51

2979377

141.34

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Pitching

11610.64

1641047

141.34

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Rubble

14837.11

2097077

141.34

853.47

120629

141.34

1706.94

241258

141.34

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

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15397821

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Summary

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Sub-Total Cost of Earthen Embankment

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Sub-Total Cost of C. D. Works

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Sub-Total Cost of Approach Road

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Sub-Total Cost of Environment Management Plan

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

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15397821

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Grand Total in Rs.

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