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₹ 11,29,04,310

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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. 02, 2nd Call To E-nit No. Wbiw/se/wc-ii/nit-07e/2023-24 Sl No.02.

Description

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Contact

Tender Id
2023_IWD_578013_2
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-1438.3 kBBOQ_1214546.xls

BOQ_02

Document-165.4 kBTender_Detail_2023...Tender_Detail_2023_IWD_578013_2.html

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BOQ Items

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Quantity-

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Amount -

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Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity394.17

Rate2144340

Amount 5440.14

Barampur (Sl. No.-43)

Quantity395.98

Rate2108744

Amount 5325.38

Pile diameter - 1000 mm.

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity339.84

Rate2967330

Amount 8731.55

Bhikni Batitaki & Laksha (Sl. No.-39)

Quantity527.4

Rate4626548

Amount 8772.37

Bhikni Nischintapur (Sl. No.-40)

Quantity313.46

Rate2745016

Amount 8757.15

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.

Quantity40.91

Rate2980566

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.

Quantity9295.89

Rate1373747

Amount 147.78

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.

Quantity-

Rate-

Amount -

ii) Testing Load between 100T and 150T

Quantity1

Rate80089

Amount 80088.96

ii) Testing Load between 150T and 200T

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) PCC Grade M15 Using concrete mixer

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity28.31

Rate179978

Amount 6357.41

Panchpara (Sl. No.-35)

Quantity26.64

Rate164590

Amount 6178.29

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity32.89

Rate210805

Amount 6409.39

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity45.3

Rate289468

Amount 6390.03

Barampur (Sl. No.-43)

Quantity35.81

Rate219530

Amount 6130.41

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

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity51.36

Rate361980

Amount 7047.9

Panchpara (Sl. No.-35)

Quantity197.76

Rate1358368

Amount 6868.77

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity35.76

Rate253892

Amount 7099.88

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity353.52

Rate2503098

Amount 7080.5

Barampur (Sl. No.-43)

Quantity96.36

Rate657260

Amount 6820.88

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 -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity94.17

Rate785525

Amount 8341.56

Panchpara (Sl. No.-35)

Quantity52.35

Rate427304

Amount 8162.44

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity94.17

Rate790419

Amount 8393.53

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity146.52

Rate1226983

Amount 8374.17

Barampur (Sl. No.-43)

Quantity52.35

Rate424797

Amount 8114.55

Plain / Reinforced Cement Concrete in foundation 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.

Quantity-

Rate-

Amount -

B RCC Grade M20 I) Using concrete Mixer

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity37.8

Rate281840

Amount 7456.08

Panchpara (Sl. No.-35)

Quantity44.1

Rate320913

Amount 7276.95

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity76.86

Rate577069

Amount 7508.06

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity75.6

Rate566145

Amount 7488.69

Barampur (Sl. No.-43)

Quantity97.02

Rate701363

Amount 7229.06

A PCC Grade M20 I) Using concrete Mixer

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity68.65

Rate511942

Amount 7457.27

Panchpara (Sl. No.-35)

Quantity63.43

Rate461652

Amount 7278.14

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity109.18

Rate819860

Amount 7509.25

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity130.06

Rate974134

Amount 7489.88

Barampur (Sl. No.-43)

Quantity82.69

Rate597870

Amount 7230.26

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 -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity105.77

Rate878216

Amount 8303.07

Panchpara (Sl. No.-35)

Quantity59.81

Rate485893

Amount 8123.95

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity73.1

Rate610753

Amount 8355.04

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity129.52

Rate1079636

Amount 8335.67

Barampur (Sl. No.-43)

Quantity34.64

Rate279754

Amount 8076.05

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 -

B) RCC Grade M25 I) Using concrete Mixer (i) For solid slab super-structure (a) Height upto 5m

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity9.25

Rate80041

Amount 8653.05

Panchpara (Sl. No.-35)

Quantity8.74

Rate74062

Amount 8473.92

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity13.87

Rate120739

Amount 8705.03

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity18.63

Rate161814

Amount 8685.66

Barampur (Sl. No.-43)

Quantity10.23

Rate86198

Amount 8426.04

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

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity130.77

Rate1154523

Amount 8828.65

Panchpara (Sl. No.-35)

Quantity129.79

Rate1122622

Amount 8649.53

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity195.62

Rate1737229

Amount 8880.63

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity272.83

Rate2417573

Amount 8861.26

Barampur (Sl. No.-43)

Quantity143.35

Rate1233044

Amount 8601.63

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 -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity66.36

Rate298477

Amount 4497.85

Panchpara (Sl. No.-35)

Quantity60

Rate266647

Amount 4444.11

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity83.86

Rate378497

Amount 4513.44

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity118.12

Rate532442

Amount 4507.64

Barampur (Sl. No.-43)

Quantity57.86

Rate256305

Amount 4429.75

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.

Quantity82.32

Rate917908

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 -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity53.23

Rate3876739

Amount 72828.6

Panchpara (Sl. No.-35)

Quantity37.41

Rate2720824

Amount 72733.76

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity78.1

Rate5678300

Amount 72704.57

Bhikni Nischintapur (Sl. No.-40)

Quantity50.47

Rate3669845

Amount 72719.16

Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity35.27

Rate2564990

Amount 72726.46

Barampur (Sl. No.-43)

Quantity43.28

Rate3151633

Amount 72821.3

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 -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity14.12

Rate1030213

Amount 72987.1

Panchpara (Sl. No.-35)

Quantity7.98

Rate581826

Amount 72892.27

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity9.76

Rate710779

Amount 72863.08

Bhikni Nischintapur (Sl. No.-40)

Quantity10.15

Rate739708

Amount 72877.67

Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity7.13

Rate519961

Amount 72884.97

Barampur (Sl. No.-43)

Quantity4.62

Rate337386

Amount 72979.81

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 -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity20.26

Rate1500514

Amount 74081.18

Panchpara (Sl. No.-35)

Quantity20.06

Rate1483870

Amount 73986.34

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity29.53

Rate2183659

Amount 73957.15

Bhikni Nischintapur (Sl. No.-40)

Quantity18.69

Rate1382458

Amount 73971.74

Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity23.34

Rate1726967

Amount 73979.05

Barampur (Sl. No.-43)

Quantity22.07

Rate1634440

Amount 74073.88

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

Quantity412.17

Rate105124

Amount 255.05

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

Quantity867.19

Rate1930608

Amount 2226.28

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.

Quantity500

Rate68530

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.

Quantity532.72

Rate295894

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.

Quantity86

Rate80253

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. (b) Two Coat

Quantity1041.67

Rate122907

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

Quantity560

Rate465853

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.

Quantity1384.84

Rate39606

Amount 28.6

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

Quantity4758

Rate1230514

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

Quantity2854.8

Rate370867

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 10 cm and less than 15 cm (i) Jhaw / Eucalyptus.

Quantity2397.2

Rate297133

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).

Quantity62507

Rate446925

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

Quantity62507

Rate521308

Amount 8.34

Extra rate for item no above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre. 2(Two) Extra lead

Quantity62507

Rate446925

Amount 7.15

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

Quantity62507

Rate223775

Amount 3.58

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.

Quantity10004.75

Rate1299717

Amount 129.91

Extra rate over Item No 31 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. 2 ( Two ) Extra lead

Quantity10004.75

Rate286136

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.

Quantity915.24

Rate458133

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.

Quantity1859.18

Rate203859

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.

Quantity2425.36

Rate66479

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 aggregates (Pakur varieties)

Quantity-

Rate-

Amount -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity123.57

Rate1024247

Amount 8288.8

Panchpara (Sl. No.-35)

Quantity106.68

Rate863727

Amount 8096.43

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity243.39

Rate2029500

Amount 8338.47

Bhikni Nischintapur (Sl. No.-40) & Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48)

Quantity235.35

Rate1958103

Amount 8319.96

Barampur (Sl. No.-43)

Quantity162.16

Rate1305497

Amount 8050.67

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.

Quantity78

Rate929604

Amount 11918

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

Quantity86

Rate11069

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. Payment to bemade on the basis of calculated weight of structural members only in finished work as per ISspecified weight. I) For structural members of specified sections weighing less than 22.5 Kg./m

Quantity3.86

Rate334345

Amount 86528.26

Dismantling Wooden Bridges / Wood Work Wrought and Planed Fixed in Frames of Trusses upto a height of 5 m above Plinth Level as per Technical Specifications Clause 202 for Rural Roads of MORD.

Quantity18.42

Rate10890

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.

Quantity2777.2

Rate29799

Amount 10.73

Cutting bullah by saw at level desired by the Engineer-in-Charge and marking the same by paint and stacking the same upto 60 metre lead and all lifts complete. (b) Bullah of dia above 15 cm.

Quantity2356.6

Rate42136

Amount 17.88

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.

Quantity62507

Rate446925

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

Quantity10.41

Rate38957

Amount 3742.25

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

Quantity135.21

Rate4673

Amount 34.56

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

Quantity135.21

Rate9185

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 -

Chak Abdulla & Chandagogra (Sl. No.-32)

Quantity4.95

Rate9794

Amount 1978.65

Panchpara (Sl. No.-35)

Quantity4.5

Rate6886

Amount 1530.26

Bhikni Batitaiki & Laksha (Sl. No.-39)

Quantity6.75

Rate11338

Amount 1679.72

Bhikni Nischintapur & Singpur Fatechar (Sl. No.-48) & Bhikni Nischintapur (Sl. No.-40)

Quantity9.23

Rate15918

Amount 1724.55

Barampur (Sl. No.-43)

Quantity4.2

Rate5876

Amount 1398.93

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.

Quantity306

Rate55799

Amount 182.35

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 mmm 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.

Quantity245.97

Rate547423

Amount 2225.57

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.)

Quantity6

Rate15946

Amount 2657.71

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (II) By Mechanical Means b) Reinforced Cement Concrete

Quantity50.23

Rate46275

Amount 921.26

Labour for lowering and stacking after dismantling in parts R.S. joists, channels, angles, tees, plates etc.complete as directed. (a) From 1st floor level

Quantity92.79

Rate21786

Amount 234.78

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

Quantity7969.52

Rate769377

Amount 96.54

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 all lifts 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. B) Beyond 1.000 km and upto 2.000 km

Quantity16712.17

Rate6279932

Amount 375.77

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