Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

East Midnapore, West Bengal

Opening Date4 Oct 2023

Closing Date18 Nov 2023

Tender Amount₹ 8,11,64,440

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Costs

EMD
₹ 10,00,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Wbiw/se/wc-ii/nit-10e/2023-24 Sl No. 04, 2nd Call To E-nit No. Wbiw/se/wc-ii/nit-07e/2023-24 Sl No.05.

Description

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Contact

Tender Id
2023_IWD_578013_4
Bid Award Id
View
Tender No
WBIW/SE/WC-II/NIT-10e/2023-24, 2nd Call to e-NIT N
Tender Authority
Irrigation And Waterways Department View
Purchaser Address
-
Website
http://https://wbtenders.gov.in/

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Documents

Tender Notice-31.4 MBTendernotice_1.pdf

NIT

Tender Notice-2354.8 kBTendernotice_2.pdf

AGREEMENT_2911

Tender Notice-1271.4 kBTendernotice_3.pdf

STATUTORY_FORMS

BOQ-1427.0 kBBOQ_1215275.xls

BOQ_04

Document-165.4 kBTender_Detail_2023...Tender_Detail_2023_IWD_578013_4.html

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BOQ Items

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Quantity-

Rate-

Amount -

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Pile diameter - 1000mm.

Quantity-

Rate-

Amount -

bishnupur & Bural (SL NO-44)

Quantity190.87

Rate1648651

Amount 8637.56

Hariharpur (SL NO-47)

Quantity195.38

Rate1693857

Amount 8669.55

Khepal (SL NO-53)

Quantity249

Rate2177590

Amount 8745.34

Manoharpur (SL NO-60)

Quantity317.64

Rate2775329

Amount 8737.34

Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in- Charge.

Quantity27.48

Rate2002248

Amount 72862.01

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring as required.

Quantity-

Rate-

Amount -

a) upto 3 m depth (i) With pumping out water including shoring as required.

Quantity6622.14

Rate978620

Amount 147.78

b) 3 m to 6m depth (i) With pumping out water including shoring as required.

Quantity2546.86

Rate500840

Amount 196.65

c) Above 6m depth (i) With pumping out water including shoring as required.

Quantity196.94

Rate53515

Amount 271.73

Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge. iii) Testing load between 150 T and 200 T.

Quantity5

Rate533926

Amount 106785.28

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, 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 etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.

Quantity-

Rate-

Amount -

a) M15 Grade Using concrete mixer

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity100.97

Rate613354

Amount 6074.62

bishnupur & Bural (SL NO-44)

Quantity122.2

Rate762243

Amount 6237.67

Hariharpur (SL NO-47)

Quantity133.72

Rate839550

Amount 6278.42

Khepal (SL NO-53)

Quantity130.79

Rate833781

Amount 6374.96

Manoharpur (SL NO-60)

Quantity196.78

Rate1252459

Amount 6364.77

(c) M-25 Grade I. Using concrete mixer

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity13.85

Rate92687

Amount 6692.21

bishnupur & Bural (SL NO-44)

Quantity13.38

Rate91723

Amount 6855.24

Hariharpur (SL NO-47)

Quantity13.38

Rate92269

Amount 6896.01

Khepal (SL NO-53)

Quantity10.97

Rate76708

Amount 6992.54

Manoharpur (SL NO-60)

Quantity10.97

Rate76596

Amount 6982.35

(d) M-30 Grade I. Using concrete mixer

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity13.65

Rate92344

Amount 6765.11

Bishnupur & Bural (SL NO-44)

Quantity13.65

Rate94569

Amount 6928.15

Hariharpur (SL NO-47)

Quantity13.65

Rate95126

Amount 6968.91

Khepal (SL NO-53)

Quantity13.65

Rate96443

Amount 7065.44

Manoharpur (SL NO-60)

Quantity13.65

Rate96304

Amount 7055.25

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity140.33

Rate954442

Amount 6801.41

Bishnupur & Bural (SL NO-44)

Quantity140

Rate974009

Amount 6957.21

Hariharpur (SL NO-47)

Quantity156

Rate1091399

Amount 6996.15

Khepal (SL NO-53)

Quantity145.34

Rate1030228

Amount 7088.4

Manoharpur (SL NO-60)

Quantity158.28

Rate1120413

Amount 7078.68

Cement Concrete for reinforced Concrete in Pile Cap complete as per drawing and Technical specification. D) RCC Grade M35 I. Using Concrete mixer.

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity52.35

Rate421877

Amount 8058.77

bishnupur & Bural (SL NO-44)

Quantity94.17

Rate774248

Amount 8221.81

Hariharpur (SL NO-47)

Quantity94.17

Rate778086

Amount 8262.57

Khepal (SL NO-53)

Quantity94.17

Rate787176

Amount 8359.1

Manoharpur (SL NO-60)

Quantity94.17

Rate786217

Amount 8348.91

Plain / Reinforced Cement Concrete in Sub structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, 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 etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. G)RCC Grade M35 i) Height upto 5m I) Using concrete Mixer

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity57.3

Rate459562

Amount 8020.28

Bshnupur & Bural (SL NO-44)

Quantity43.88

Rate359084

Amount 8183.31

Hariharpur (SL NO-47)

Quantity39.79

Rate327236

Amount 8224.08

Khepal (SL NO-53)

Quantity64.42

Rate536014

Amount 8320.61

Manoharpur (SL NO-60)

Quantity51.34

Rate426657

Amount 8310.42

Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, 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 etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications.

Quantity-

Rate-

Amount -

I) Using concrete Mixer (D) RCC / PSC Grade M35 (i) For solid slab super-structure (a) Height upto 5m

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity118.23

Rate1010377

Amount 8545.86

I) Using concrete Mixer (E) RCC / PSC Grade M40 (ii) For T beam & Slab (a) Height upto 5m

Quantity-

Rate-

Amount -

Bishnupur & Bural (SL NO-44)

Quantity86.27

Rate820632

Amount 9512.37

Hariharpur (SL NO-47)

Quantity86.27

Rate824149

Amount 9553.14

Khepal (SL NO-53)

Quantity62.65

Rate604552

Amount 9649.67

Manoharpur (SL NO-60)

Quantity62.65

Rate603913

Amount 9639.48

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified. (A) RCC Grade M40 crush barier

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity57.5

Rate253749

Amount 4413.02

Bishnupur & Bural (SL NO-44)

Quantity55.68

Rate248440

Amount 4461.93

Hariharpur (SL NO-47)

Quantity55.68

Rate249121

Amount 4474.16

Khepal (SL NO-53)

Quantity45.68

Rate205703

Amount 4503.13

Manoharpur (SL NO-60)

Quantity45.68

Rate205563

Amount 4500.06

Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.

Quantity41.46

Rate462299

Amount 11150.48

Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial traightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. ii) a. Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/ RINL ) (Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786)

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity25.01

Rate1816699

Amount 72638.91

Bishnupur & Bural (SL NO-44)

Quantity32.57

Rate2369084

Amount 72733.76

Hariharpur (SL NO-47)

Quantity33.05

Rate2404451

Amount 72762.93

Khepal (SL NO-53)

Quantity38.67

Rate2813661

Amount 72770.24

Manoharpur (SL NO-60)

Quantity45.86

Rate3336835

Amount 72762.93

Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. ii) a. Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/ RINL ) (Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786)

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity7.65

Rate556682

Amount 72797.42

Bishnupur & Bural (SL NO-44)

Quantity5.86

Rate426857

Amount 72892.27

Hariharpur (SL NO-47)

Quantity5.31

Rate387213

Amount 72921.43

Khepal (SL NO-53)

Quantity8.6

Rate626968

Amount 72928.75

Manoharpur (SL NO-60)

Quantity6.85

Rate499585

Amount 72921.43

Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. ii) a. Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/ RINL ) (Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786)

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity19.45

Rate1437189

Amount 73891.49

Bishnupur & Bural (SL NO-44)

Quantity15.12

Rate1118673

Amount 73986.34

Hariharpur (SL NO-47)

Quantity15.01

Rate1110973

Amount 74015.51

Khepal (SL NO-53)

Quantity11.86

Rate877985

Amount 74022.82

Manoharpur (SL NO-60)

Quantity11.86

Rate877898

Amount 74015.51

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) Where staging is not required

Quantity2087.57

Rate532435

Amount 255.05

Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Quantity164.87

Rate366930

Amount 2225.57

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Quantity306

Rate41940

Amount 137.06

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.

Quantity543.99

Rate302154

Amount 555.44

Drainage Spouts in Superstructure including providing drip mouldings and also including supplying,fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no.2705 of MoRT&H’s Specification for Road & Bridge Works.

Quantity48

Rate44793

Amount 933.18

Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. Two Coat

Quantity702.61

Rate82901

Amount 117.99

R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips

Quantity400

Rate332752

Amount 831.88

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Quantity5914.28

Rate169148

Amount 28.6

Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. iii) 15 cm av. Diameter

Quantity4628

Rate1196893

Amount 258.62

Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. iii) 15 cm av. Diameter

Quantity2776.8

Rate360734

Amount 129.91

Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. a) Width of thinner end above 10cm and less than 15 cm (i) Jhaw / Eucalyptus.

Quantity2241.2

Rate277797

Amount 123.95

Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).

Quantity54322

Rate388402

Amount 7.15

Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag

Quantity54322

Rate453045

Amount 8.34

Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.

Quantity54322

Rate194473

Amount 3.58

Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with a lllifts bothways and head load where necessary and depositing the same on embankments,clannels,filling depressions in requisite profile,levelling as per direction of the Engineer-in-charge within a lead of, E) Beyond 1.00 km and upto 2.00 km

Quantity9168.26

Rate3445157

Amount 375.77

Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.

Quantity5911.02

Rate767901

Amount 129.91

Earthwork from borrowpit over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift 1.50 metre including breaking clods and depositing the same in layers not exceeding 25cm. And rough dressing etc. complete as per profile.

Quantity7334.6

Rate708082

Amount 96.54

Extra rate over Item No. 35, 36 for all kinds of soil for every additional lead of 30 metres or part thereof beyind the initial lead of 30 metres. 2 (Two) Extra Lead

Quantity13245.62

Rate378825

Amount 28.6

Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-I):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for onpressure underground Drainage, Sewerage & Cross drainage application. (i) 150mm internal dia.

Quantity780.66

Rate390767

Amount 500.56

Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.

Quantity1873.19

Rate205395

Amount 109.65

Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.

Quantity1413.62

Rate38747

Amount 27.41

Cast-in-situ cement concrete blocks or lining units as per designed size and specification, in normal mix proportion 1:1.5:3 ( corresponding to M20 grade) with well graded 20mm down stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 to act as a separator between the bottom surface of the block and the sand cushion / filter material laid below the blocks, including dressing, ramming, shuttering, finishing the exposed surface by troweling without adding any additinal cement and sand mortar, curing and filling the gaps between the adjacent units by 5.6mm down coarse aggregate to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion/ filter. (Stone aggregatesl (Pakur, varieties)

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity243.75

Rate1944238

Amount 7976.36

Bishnupur & Bural (SL NO-44)

Quantity230.1

Rate1871210

Amount 8132.16

Hariharpur (SL NO-47)

Quantity255.3

Rate2086082

Amount 8171.1

Khepal (SL NO-53)

Quantity146.97

Rate1217551

Amount 8284.35

Manoharpur (SL NO-60)

Quantity207.48

Rate1716818

Amount 8274.62

Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC: 83 (Part -II) Section IX and Clause 2005 of MoRT&H specification complete including all accessories as per drawing and Technical specification

Quantity754392

Rate897726

Amount 1.19

Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Quantity65

Rate774670

Amount 11918

Supplying, fitting,fixing CI Grating ( Heavy Type ) (b) above 100 mm and upto 150 mm square or round

Quantity48

Rate6178

Amount 128.71

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for thework including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m

Quantity1.98

Rate171153

Amount 86528.26

Distmantling wooden Bridges/ Wood Work Wrought and Planed Fixed in Frames of Trusses upto a height of 5m above Plinth level as per Technical specifications Clause 202 for Rural roads of MORD.

Quantity16.58

Rate9801

Amount 591.13

Taking out bullah wailing pieces after removing nuts, bolts and iron nails and stacking the same within 150 metre from the site of work including sorting out and stacking serviceable meterials.

Quantity2241.2

Rate24048

Amount 10.73

Taking out Jhaw / Eucalyptus piles from river bed or from elsewhere including carrying, stacking materials in the nearest stack yard. (a) Up to 17.5 cm. diameter

Quantity1851.2

Rate26028

Amount 14.06

Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.

Quantity54322

Rate388402

Amount 7.15

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat

Quantity7.13

Rate26682

Amount 3742.25

(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Quantity55.41

Rate1915

Amount 34.56

B) Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface : (b) Two coats

Quantity55.41

Rate3764

Amount 67.93

Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.

Quantity-

Rate-

Amount -

Shyamsundarpur & basulia (SL NO-46)

Quantity4.2

Rate8310

Amount 1978.65

Bishnupur & Bural (SL NO-44)

Quantity3.9

Rate7542

Amount 1933.82

Hariharpur (SL NO-47)

Quantity4.05

Rate7469

Amount 1844.13

Khepal (SL NO-53)

Quantity3.75

Rate6803

Amount 1814.24

Manoharpur (SL NO-60)

Quantity3.6

Rate6477

Amount 1799.29

Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade.

Quantity260

Rate47411

Amount 182.35

Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void). (b) 1st class brick ballast

Quantity1083.6

Rate2412397

Amount 2226.28

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one meter wide on each side to protect the edges complete as per Clause 401 of Specification of Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of sub Base by Compacting 1st Class brick aggregates (40 mm down) and sand (in proportio 60:40)

Quantity311.47

Rate643148

Amount 2064.88

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Quantity5

Rate13289

Amount 2657.71

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