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Estimate For Construction of R.C.C. Bridge Over River Buribalason, at Jalasnijamtara, Phansidewa, Siliguri

This document provides an estimate for the construction of an RCC bridge over the Buribalason river in Jalasnijamtara, Phansidewa, Siliguri. It includes 19 line items with descriptions, quantities, unit rates, and amounts for various construction works such as RCC piles, formwork, reinforcement, concrete, expansion joints, handrails, and drainage. The total estimated cost for the project is Rs. 15231523.

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0% found this document useful (0 votes)
545 views15 pages

Estimate For Construction of R.C.C. Bridge Over River Buribalason, at Jalasnijamtara, Phansidewa, Siliguri

This document provides an estimate for the construction of an RCC bridge over the Buribalason river in Jalasnijamtara, Phansidewa, Siliguri. It includes 19 line items with descriptions, quantities, unit rates, and amounts for various construction works such as RCC piles, formwork, reinforcement, concrete, expansion joints, handrails, and drainage. The total estimated cost for the project is Rs. 15231523.

Uploaded by

Rio Handoko
Copyright
© Attribution Non-Commercial (BY-NC)
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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Estimate for Construction of R.C.C. Bridge over river Buribalason, at Jalasnijamtara , Phansidewa , Siliguri.

Sl.No .

DESCRIPTION OF ITEMS
Providing R.C.C cast in situ bored piles in position asper specifications in all kinds of soil except rock including cost of boring by any method but using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie method in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of hire charges of all implements necessary for boring , placing of concrete , welding of reinforcement cage complete but excluding cost of reinforcement...etc.Works to be executed as per IS:2911( Part I / Sec-2 ). Cement concrete should have an ultimate crushing strength of not less than 350 Kg / m2 on 15cm cube at 28 days and its cement content not less than 400 Kg / m3. The rate includes the cost of 1m minimum dummy length of pile concrete and cost of admixture if required. ( j ) 1000 mm Dia. of Piles. using hyrraulic piling rig with power unit and complete Supplying ,fitting, fixing M.S casing pipes over R.C.C cast in situ bored piles in position including cost of all materials complete as per direction of the Engineer in Charge.( i) 6mm thick casing. ( j ) For 1000 mm Dia.of Piles. Vertical load test ( compression ) by hydraulic jack on pile with 1.5 times the design load including preperation of the head of piles with concrete of required strength for receiving the jack with all ancilliary arrangements for setting up guages, construction of suitable platforms , keeping the loads and dismantling and removing all arrangements etc. complete as per direction of EngineerIn - Charge including cost and carriage of all materials and as per IS specification .( A ) on single pile ( iii ) With testing load above 100 MT. Earthwork in excavation of foundation trenches in all sorts of soil including removing removing spreading or stacking the spoils within a lead of 150 metres as directed and including trimming the sides of trenches levelling, dressing and ramming the bottom ,bailing or pumping out water etc, complete as per direction of Engineer-in-Charge in all sorts of soil . ( a ) Depth up to 3.0 m ( i ) Work with pumping out water and including shoring as required. Providing and laying design mix concrete for reinforced concrete work with coarse aggregates of appropriate 20 mm nominal sizes( crusher Broken stone chips N.B.Variety) and grading , fine aggregates conforming to appropriate grading zone, including labour , cost and carriage of all materials and including preparation of design mix , approval of the same by the Engineer in charge and cost for quality control, sampling, testing & including cost of Admixture if required etc. all complete, but excluding cost of formwork and reinforcement works . ( c ) M 25 Grade of concrete using concrete mixer .

UNIT

QUANTIT RATE Y ( RS)

AMOUNT ( RS, )

248

7387.06

1831991

160

8954.0

1432640

Eac h

34900.0

69800

M3

1053

49.70

52334.1

M3

633

4421.5

2798810

Sl.No .

DESCRIPTION OF ITEMS

UNIT

Providing and laying design mix concrete for reinforced concrete work with coarse aggregates of appropriate 20 mm nominal sizes( crusher Broken stone chips N.B.Variety) and grading , fine aggregates conforming to appropriate grading zone, including labour , cost and carriage of all materials and including preparation of M3 design mix , approval of the same by the Engineer in charge and cost for quality control, sampling, testing & including cost of Admixture if required ,etc. all complete , but excluding cost of formwork and reinforcement works . ( d ) M 30 Grade of concrete using concrete mixer . supplying , bending and binding and laying in position steel reinforcement of different dimension in cement concrete work i.e. R.C.C , P.S.C etc . of different components in foundation and in superstructure including initial straightening, removal of loose rust ( if any ) , cutting to requisite- length bending, binding with annealed wire not less than 1mm in size and conforming MT to IS 280 at every intersection hooked and to correct shape and placed on form etc. including cost of wire , loading, unloding, carriage of all steel materials from departmental godown complete as per drawing and direction of Engineer in charge. ( a ) For tor Steel/ M.S Rounds / Tor steel / H.Y.S.D Bars.

QUANTIT RATE Y ( RS)

AMOUNT ( RS, )

50.77

4450.5

225952

128

44280.0

5667840

Supplying, fitting , fixing in position true to line and levels approved Elastomeric ( Neoprene ) Bearing as per IRC code ( 83- part I ) approved specification and cm3 228677 drawings and direction of the Engineer- in - charge including making of mortar / epoxy bed over substructure complete, including its instalation and testing. Providing single gap (unitary) strip seal type expansion joints of total movement capacity 80mm complete with suitable edge beam , anchorage and 'Lock Seal ' type sealing element of either Mageba- India or Maurer Shone brand or equivalent (Equivalent make being M subject to prior approval by the Dept.) in deck slab as per approved drawing and specification as preclause 2607 of specification of Roads and Bridge works publisged by IRC including cost and carriage of all materials and installation under supervision of a Hire and labourcharges for staging for superstructure of brige with tubular steel pipe ( TATA or equivalent ) conforming to I.S. 11239( Part I & II ) consisting Hframe ( 2 m x 1m ) made of 40mm NB ( Heavy ) pipe and horizontal and diagonal bracing with 40mm NB( Medium) pipe including necessary , clamping M3 arrangement of approved make etc. complete as per direction of the Engineer- in- charge including releasing and dismantling and removing and clearing the site on completion of work. ( a ) For Bridges of clear span more than 15m and upto 30m. ( i ) With driving sal bullah piling and providing sleeper base and taking out of the Providing form work for sofit of slab / beam( above 3 m clear span ) of culvert and Bridges( Major and Minor) and box culverts including hire and labour charges for the same stripping off and removing after completion of M2 works as per specification but excluding staging. ( I ) Form work to give fine & smooth concrete finish with Ply wood of quality as stipulated in IS-4990. ( C) Clear span above 15 M and upto 30 M.

1.0

228677

30

16000.0

480000

10

2640

210.0

554400

11

684

161.0

110124

Sl.No .

DESCRIPTION OF ITEMS

UNIT

QUANTIT RATE Y ( RS)

AMOUNT ( RS, )

12

13

14

15

16

17

Providing form work and staging so as to give smooth concrete surface finish including hire and labour charges for the same for Bridges and culverts . including stripping off and removing after completion of works and providing necessary Batter, curved surface etc all complete. ( a ) For form work in For Pile Cap, Pier, Pier Cap, Abutment, Abutment Cap, Vertical and inclined sides of superstructure, etc for portion of height above 1 m and up to 3 m . (I ) Form work so as to give smooth & fine concrete finish with ply wood quality as Providing and laying cement concrete 1:3:6 with or without reinforcement in any part of pilecap, abutments, drop wall , concrete blocks etc with approved stone Bazree of 22.4mm size with screening and cleaning of aggregates and sand as necessary. Curing of water with cost and carriage of all materials but excluding cost of form work and reinforcement. ( b ) Supplying fitting and fixing precast neat cement finished I.R.C hand rails having cross sectional area more than 200 cm2 as per drawing and specification with conc mix. In M-30 grade concrete with excellent concrete finish and casting on a vibratory platform as per direction of Engineer - in- Charge. Providing form work and staging including hire and labour charges for the same as required for foundation concrete works of depth not exceeding 500mm and for concrete works in vertical faces of parapet curb, road curb, rail post etc so as to provide smooth concrete finish including stripping off and removing after completion of work as per specification . Plaster with sand and cement mortar including rounding off corners or shamfering corners as directed and including racking out joints or roughening of concrete surface , curing with cost and carriage of all materials. ( I ) With ( 4:1 ) cement morter . ( b ) 15 mm thick Painting with acrylic exterior surface finish ( weather shild of ICI or snowcryle XT of snowcem paints or other similar approved product on different concrete surface of the bridge and culvert with approved colours ( two coats ) over a coat of snowcem plus or other approved quality paints as per manufacturer's specification including through cleaning of the surface complete as directed by the Engg-in -charge , including of total three coats of psints all complete including cost of necessary scaffolding etc. Filling properly the empty sausage crates with l

M2

1891.3

166.0

313956

M3

64.8

2545.64

164957

420

387.0

162540

M2

108

84.0

9072

M2

385

70.6

27181

M2

385

78.0

30030

18

19

boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, Supply & carriage of boulders complete in all respect including stiching with wire the rest of sausage M3 crate ( passage for filling up boulder) after filling up the crate with boulders and launching the crate in position if necessary and as directed by Engineer-in-charge, including cost of boulders and swasage wire net of 4mm dia. and 150 x 150 mm mesh size. Providing drainage spout as per M.O.S.T drawing noSD/205 complete , in superstructure including providing Eac drip moulding and also including supplying , fitting and h fixing approved type of materials complete as per Total :

818.4

1257.00

1028729

16

3093.0

49488 15238520

Rs.

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