Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Civil Works Others
Solid Waste Management
Eprocure
Opening Date21 Jan 2025
Closing Date21 Feb 2025
Tender Amount₹ 14,37,01,838 
Notes
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AI Insights

Bid Capacity
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To determine the bid capacity required, we look at the financial and technical capabilities specified. The required bid capacity involves both financial and technical aspects. Financially, it includes: - An Earnest Money Deposit (EMD) of 2% of the quoted bid price, with a minimum initial deposit. - A bank solvency certificate of at least 40% of the amount put to tender. - An average annual turnover of at least 40% of the amount put to tender over the last three financial years. Technically, it involves: - Experience in executing similar nature works. - Possession of necessary machines and equipment. Formulas for calculation are: - EMD = 0.02 * Bid Price - Bank Solvency Requirement = 0.4 * Tender Amount - Average Annual Turnover Requirement = 0.4 * Tender Amount over 3 years Since specific values for the tender amount are not provided, exact calculations cannot be made. However, the formulas and requirements are outlined as above.
Technical Capacity
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The required prior work experience for the bidder includes having experience and technical acumen in executing, construction, and completion of similar nature works. There are three alternative requirements: 1. Having experience in similar nature work of 40% of 155 TPD wet & dry processing plant with leachate tank or building work, amounting to 40% of the amount put to tender in a single contract during the last five financial years. 2. Having experience in 2 similar nature works of 30% of 155 TPD wet & dry processing plant with leachate tank or building work, amounting to 30% of the amount put to tender during the last five financial years. 3. Having experience in one single running work of similar nature, which has been completed to the extent of 80% or more, and capacities of which are not less than 40% of 155 TPD capacities, in a single contract during the last five financial years. The bidder should also have experience in executing, construction, and completion of 2 similar nature works, with values amounting to 30% of the amount put to tender during the last five financial years prior to the date of issue of the tender notice. Additionally, the bidder is required to have prior work experience in projects similar in nature to the works, with more than 40% of the project cost executed during the last five years. The bidder needs to provide a list of projects completed, including the name of the employer, location and nature of work, contract price in Rs., and percentage of participation of the company. The contract price should be mentioned in Rs., and the percentage of participation of the company should be specified. The bidder should also provide details on the original and actual dates of start and completion of work. Mentioned values and percentages include 40% of 155 TPD, 30% of 155 TPD, 80% completion, 40% of the amount put to tender, and 30% of the amount put to tender.

Costs

Summary

Civil Construction For Proposed 155 Tpd Municipal Solid Waste Processing Plant Along With Ancilliary Works

Description

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BOQ Items

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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

153.6

431

66249.22

... More
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) Pakur Variety]

76.8

4206

323092.22

... More
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. (ii) Pakur Variety

346.56

5050

1750283.95

... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (b) 25 mm to 30 mm shuttering without staging in foundation

2886

205

591630

... More
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

1024

24

24576

... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m Tor steel/Mild Steel

34.01

61751

2100156.95

... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation

81.82

77

6344.32

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, caffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (A) With 4:1 cement mortar. (b) 15 mm. thick plaster Ground floor

1923

177

342159.39

... More
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

1923

32

62920.56

... More
Supplying, fitting & fixing C.I. Square Jalli IV) 300 mm.

871

185

161135

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By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading – I

732.74

1576

1155010.73

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm). Manual Means

732.74

1967

1441819.83

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Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

1535.2

379

583099.66

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Supplying, fitting & fixing UPVC pipes A- Type A) UPVC Pipes:110 mm. Dia.

100

251

25100

... More
B) UPVC Fittings:Bend 87.5 degree, 110 mm. Dia.

6

160

960

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d) Shoe (ii) 110 mm. Dia.

6

111

666

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Supplying,fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials.) For concealed work, 15 mm dia. medium quality

200

238

47600

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Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart

810

35

28593

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Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials.

810

117

95337

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Planting of trees ( Avenue plants) in 0.60m dia hole, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.

572

117

66924

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Maintanance of trees for three year (Avenue Plants) including watering, trimming, manuring, spraying insecticide and guarding as required. This includes supply of labour, tools & plants including materials. For 3 years

572

1431

818532

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Supplying and Planting of different plant / trees (Supplying well grown plants bushy and healthy, minimum height asspecified i.e. exposed height ncluding all leads & lift,carriage, handling, manuring, applying presticide and fertilizer etc. viii) China palm of leaves 4-5 in earthen pots size 25cm

250

73

18250

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xxvii) Areca Palm 4 - 5 suckers of height 120 cm to 135 cm in earther pot size 25 mm

200

163

32600

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xxi) Croton different varieties of height 30 cm to 90 cm inearthen pots of size 25cm.

200

110

22000

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ii) Rangon chineese of size not less than 20cm

250

12

3000

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Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size 1'x1' orbigger) including watering and maintenance of the lawn for30 days or more till the grass forms a thick lawn free fromwees and fit for mowing including supplying good earth asrequired by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials)

6866

201

1382949.72

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Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevellednosing at top) of cement concreat M20 Grade without reinforcement,fixing as per approved pattern and setting in position at site afterpreparing the bed grade and slopes by laying Cement concrete withjhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1)and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.

586.19

627

367541.13

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Supply & laying in the specified pattern of Interlocking concrete pavement block (ICBP) with concrete grade as specified as per Table 1 of IS15658:2006 manufatured in steel mould champered to a vibrating table by hydraulic pressure(as per cl no.6.30of IRC SP-63-2018 from BIS licesnese manafactures, with sapcer nib(small prtrouding profiles on the vertical face of a paver block unsed as a device for keeping minimum joint gap in between the paving blaocks as per CL No.3.26 of IS 15658 and of specific size and shape with aspect ratio as per Taable 2 of IS15658 with flextural stregnth/braking load as per annexure G of IS 15658 on the preapred base course specified CBR as per table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with a cushon of compacted bedding sand of 25-35mm thick and filling gap in between paver blocks with joint filling sand(the grading of joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per clause no.8.7 of IRC SP 63 with proper confinement of bedding and joint filling sand,compaction,levveling and filling up the edges gap. 100 mm. thick, Grey

2930.97

1317

3860087.49

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Add GST @ 18% on above

1

2853306

2853306.82

... More
Add labour welfare cess @ 1%

1

187050

187050.79

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WET & DRY WASTE PROCESSING PLANT, LEACHATE TANK WITH RAIN WATER HARVESTING UNIT

-

-

-

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

891.77

119

106361.41

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(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.

290.93

192

55969.11

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With earth obtained from excavation of foundation

406.55

77

31523.89

... More
(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

2128.59

431

918082.15

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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]

33.52

4206

141016.29

... More
Providing Bored Cast-in-situ M25 grade R.C.C. pile in position asper specifications in all kinds of soil including cost of boring 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 pipe in one continuous operation and including the cost of all materials and labour forplacing of concrete and also including the cost of mobilization and hire charges of equipment necessaryforboring,welding of reinforcement cageas necessary and lowering of reinforcement cage, preparation and placing ofconcrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m. Work to be executed as per IS: 2911 (Part II Sec 2). (b) Using Tripod, Winches iv) Pile diameter - 500 mm.

5004

1977

9894909.6

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Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof.

108.42

1956

212069.52

... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works ofMoRT&H (5th Revision)Construction Wing will add the cost & carriage of 0.90 cum/m³ crushed stone & Cement @ 150 kg/cum of concrete only to arrive at consolidated rate.

1275.24

2782

3548546.59

... More
By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading – I

1275.24

1576

2010148.06

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

9187.05

24

220489.2

... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm shuttering without staging in foundation

2134.63

205

437599.15

... More
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

650.52

328

213370.56

... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]. Pakur variety M 25 Grade

257.11

5508

1416161.88

... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M30 Grade (ii) Pakur Variety

1747.46

5685

9934537.27

... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.For works in foundation and upto roof of ground floor/upto 4 m .Tor steel/Mild Steel. SAIL/ TATA/RINL

256.27

61751

15824969.77

... More
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth (in between tie beam & plinth beam)

83.48

5124

427798.27

... More
(b) In superstructure, ground floor (in between column over shed)

83.48

5347

446414.31

... More
M. S structural works in columns, beams etc. with simple rolled structural members (e. g. joist, angle, channel sectines confirming to IS 226, IS 808 and SP 06 - 1964) connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-Charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding confirming to IS 816-1969 & IS 1995 using electrods of approved make and brand confirming IS 814-2004, haulage, hoisting and errection all complete. the rate sincludes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc. (Considering 50% extra for gusset plate and connection etc.).For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m

60

75266

4515960

... More
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. (Considering 50% extra for gusset plate and connection etc.) i) For roof truss works, Span beyond 12 Mtr and up to 20.00 Mtr

402

75453

30332106

... More
Supplying, fitting and fixing single skin colour coated trapezoidal profile for wall cladding, Roof shall be made of 0.45 mm BMT (Base Metal Thickness) (0.50mm TCT (Total coated thickness excluding paint), G550 (min 550 yield strength), of Zincalume metallic coating (IS15965) with high Solar Reflectance Index (SRI)value for better cooling as per thermatech technology, 1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203 mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg. The steel sheet shall be fastened with 40 micron zinc-aluminium alloy Zincalume (AZ150)(i.e. 55% Al, 43.4% Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both sides, pre-printed with colorbond XRW (xterior roofing, walling) paint system of 35micron Super Durable Polyester paint (SDP) with stablle inorganic pigment with no lead contents confirming IS15965. The sheet shall be free from defects and have brand making of the manufacturer giving product details on the back side of the sheet at regular interval confirming genuinity of the material.(i) In Roof : a) With 0.5 mm thick sheet

10243.5

896

9178176

... More
Supplying, fitting & fixing 1.5mm thick Trapezoidal profile corrugation Polycarbonate clear sheet made of national brand, excluding the supporting frame work, fitted and fixed with 10mm dia x 55mm Self-driving screws, EPDM washers and putty complete with 150mm end lap and one corrugation minimum side lap complete as per specification & direction of Engineer-in-charge including materials, labour, taxes and all other incidental charges (Payment to be made on area of finished work).In Roof

2760.6

2329

6429437.4

... More
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)(B) 450 mm lapping each way, With 0.80 mm sheet

428

593

253804

... More
Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping). 300 mm. wide gutter

535

402

215070

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

3000

29

87000

... More
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With super gloss (hi-gloss) -Two coats (with any shade except white)

3000

79

237000

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor).(A) With 6:1 cement mortar. (b) 15 mm. thick plaster

1419.02

139

198166.14

... More
(A) With 4:1 cement mortar. (b) 20 mm. thick plaster

40.64

177

7231.08

... More
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

1459.66

32

47760.08

... More
Supplying, fitting and fixing UPVC pipes A type and fittings conforming to IS 13592-1992 with all necessary clamps nails including making holes in walls, etc. and cutting trenches in any soil, through masonry concrete structure etc. if necessary and mending good damages including jointing with jointing materials ( Spun yarn, valamoid / bitumen / M. seal etc.) complete.a)UPVC pipe 110 mm. Dia.

75

251

18825

... More
b) UPVC Fittings, 110 mm dia.Shoe

14

111

1554

... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.Single Socketed 3 Meter Length,160 mm

100

546

54600

... More
Holding down bolt with nut including 100 x 100 x 6 mm plate washerat bottom fitted complete and packing the hole with cement concrete or cement grout as directed.25mm dia, ) 750 mm long

1390

508

706120

... More
Supplying, fitting, fixing bolts with nuts, washer:(ii) 20 to 25 mm dia bolt:(c) Length above 150mm.

217

154

33418

... More
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. i) Testing load up to 100 T.

1

47500

47500

... More
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This itemshould be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m.

1668

376

627168

... More
(b) For additional depth beyond 1.5 m. and upto 3.00 m.

639.4

429

274302.6

... More
Add GST @ 18% on above

1

17838926

17838926.74

... More
Add labour welfare cess @ 1%

1

1169440

1169440.9

... More
RAIN WATER HARVESTING- GROUND WATER RECHARGE TYPE

-

-

-

... More
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

77.46

119

9238.65

... More
(b) Depth of excavation for additional depth beyond1,500 mm. and upto 3,000 mm. but not requiring shoring.

32.48

192

6248.5

... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)With earth obtained from excavation of foundation

29.6

77

2295.18

... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

15.68

322

5048.96

... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm shuttering without staging in foundation

79.34

205

16264.7

... More
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

13.84

5050

69898.23

... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m Tor steel/Mild Steel JSW/JSPL/SHYAM

1.08

59686

64461.29

... More
Brick work with 1st class bricks in cement mortar (1:4), (a) In foundation and plinth

18

5124

92242.08

... More
Providing and laying of Filter media with granularmaterials/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 technicalspecification. Note: Add cost at site of 0.72 m3 of granular materials/stone crushed aggregates/brick aggregates/river bed materials and 0.48 m3 of coarse sand (dry loose volume) to arrive at the consolidated rate.

28

1772

49636.16

... More
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.

44

115

5060

... More
Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reverse circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete. (c) For depth upto 250 metre for 150 mm dia. Tube well with top enlargement of 300 mm dia.(upto 50 metre.)(i) First 50 metre

300

1078

323400

... More
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Exposed WorkPVC Pipes, 150 mm.

75

1824

136800

... More
200 mm.

8

2703

21624

... More
Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1m length of approved make and as per direction of the Engineer - in -Charge (b) 150 mm nominal dia(i) 6.0 mm wall thickness

225

2449

551025

... More
Supplying, fitting and fixing M.S socket ring, 150 mm

8

203

1624

... More
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) 5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size, Cover: 565 mm X 65 mmFrame: 665 mm X 125 mmopening: 470mmWeight: 90 kg (approx)

6

2582

15492

... More
Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.

15.58

2029

31611.82

... More
Add GST @ 18% on above

1

252352

252352.48

... More
Add labour welfare cess @ 1%

1

16543

16543.25

... More
SECURITY ROOM, CONTROL ROOM, OFFICE ROOM AND OTHER ANCILLIARY WORKS

-

-

-

... More
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.

124.9

119

14896.82

... More
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.

46.59

192

8962.98

... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

135.45

77

10502.79

... More
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)

22.63

431

9760.55

... More
Cement concrete with graded stone ballast (40 mm. size) excluding shuttering. 6:3:1 proportion.

10.33

4206

43457.59

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

88.53

24

2124.72

... More
Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth ,In Ground Floor

7.17

4872

34935.9

... More
(b) In superstructureIn Ground Floor

21.46

5095

109349.64

... More
(c) In superstructureIn First Floor

16.47

5206

85751.22

... More
(d) In superstructureIn Second Floor

5.86

5317

31160.61

... More
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) .In Ground Floor

39.71

668

26537

... More
In First Floor

40.21

680

27353.66

... More
In Second Floor

26.05

692

18033.63

... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)25 mm to 30 mm shuttering without staging in foundation

159.73

205

32744.65

... More
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge,In Ground Floor

211.65

328

69421.2

... More
In First Floor

142.53

346

49315.38

... More
In Second Floor

24.87

364

9052.68

... More
Providing Bored Cast-in-situ M25 grade R.C.C. pile in position asper specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepareddrilling fluid by using pumps prior to placing concrete by tremie pipe in onecontinuous operation and including the cost of all materials and labour forplacing of concrete and also including the cost of mobilization and hire charges of equipment necessaryforboring,welding of reinforcement cageas necessary and lowering of reinforcement cage, preparation and placing ofconcrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and TechnicalSpecifications and removal of excavated earth with all lifts and lead upto 1000m. Work to be executed as per IS: 2911 (Part II Sec 2).(b) Using Tripod, Winchesiv) Pile diameter - 500 mm.

378

1977

747457.2

... More
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) N B Variety ,In Ground Floor

62.71

5050

316713.72

... More
In First Floor

12.82

5145

65964.67

... More
In Second Floor

3.02

5240

15826.16

... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.For works in foundation and upto roof of ground floor/upto 4 m , Tor steel/Mild Steel,SAIL/ TATA/RINL , In Ground Floor

13.43

61751

829318.08

... More
In First Floor

1.26

62181

78348.26

... More
In Second Floor

0.3

62611

18783.35

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor).For Office Building, With 6:1 cement mortar.(a) 20 mm. thick plaster (inside )In Ground Floor

186.17

159

29716.46

... More
In First Floor

130.15

163

21295.14

... More
In Second Floor

26.86

167

4502.27

... More
(ii) With 1:4 cement mortar(b) 15 mm. thick plaster (Outside),In Ground Floor

123.29

177

21936.99

... More
In First Floor

76.14

181

13852.15

... More
In Second Floor

82.22

185

15287.16

... More
(B) With 4:1 cement mortar. (Ceiling)10 mm. thick plaster, In Ground Floor

77.66

124

9665.56

... More
In First Floor

71.9

128

9236.27

... More
In Second Floor

9.19

132

1217.31

... More
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

19.08

32

624.3

... More
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.Two Coats

501.93

70

35135.1

... More
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.(a) One Coat, In Ground Floor:

123.29

31

3871.31

... More
In First Floor:

77.66

32

2493.66

... More
In Second Floor:

82.22

32

2698.46

... More
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.(Two Coat)b) Premium 100% Acrylic Emulsion, In Ground Floor:

123.29

84

10356.36

... More
In First Floor:

77.66

84

6578.58

... More
In Second Floor:

82.22

85

7023.23

... More
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)

501.93

122

61235.46

... More
Supplying ftting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straitning if required, fixing lugs in cement concrete ( 4:2:1) with stone chips 19 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground Floor. a) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]

16.1

2199

35403.9

... More
(b) Centre hung ventilators as per I.S. sizes 580 mm.

1.08

479

517.32

... More
(c) Two point nose steel handle including fitting and fixing.

16

50

800

... More
(d) steel peg stay 300 mm long including fitting and fixing.

16

35

560

... More
(e) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars.

391.68

95

37209.6

... More
In First Floor a) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]

8.22

2225

18292.71

... More
(b) Centre hung ventilators as per I.S. sizes 580 mm.

1.08

484

523.53

... More
(c) Two point nose steel handle including fitting and fixing.

8

50

404.8

... More
(d) steel peg stay 300 mm long including fitting and fixing.

8

35

283.36

... More
(e) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars.

265.68

96

25542.48

... More
Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall)(i) 4 mm thick

41.09

536

22024.24

... More
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in ully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.In Ground Floor

3.23

4351

14053.73

... More
M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%for each addl. floor above 4th floor)Add 10% extra for locking arramgement-In Second Floor

0.3

10364

3109.27

... More
M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.In ground floor

0.69

10021

6914.49

... More
In first floor

0.69

10121

6983.63

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

39.85

29

1155.65

... More
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(d) Sal : Local.In ground floor

0.2

72954

14590.8

... More
In first floor

0.12

73154

8778.48

... More
Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor.(b) 32 mm thick shutters (single leaf)In ground floor

12.36

2359

29157.24

... More
In first floor

6.93

2359

16347.87

... More
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

38.58

38

1466.04

... More
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)In ground floor & first floor

38.58

81

3124.98

... More
(b) On steel or other metal surface :With super gloss (hi-gloss):(iv) Two coats (with any shade except white),In ground floor & first floor

39.85

79

3148.15

... More
Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/- 0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete

24.75

279

6905.25

... More
Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 m shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide ross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge.In ground floor

4.73

1943

9190.39

... More
In first floor

3.15

1957

6164.55

... More
Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tilesusing cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM belowmortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxygrout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water andpolishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all otherincidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (Whitecement, synthetic adhesive and grout material to be supplied by the contrr](I) With application slurry @1.75 kg/ Sq.m, 20 mm sandcement mortar (1:4) & 2 mm thick cement slurry at back sideof tiles, 0.2 kg/ Sq.m white cement for joint filling withpigment.Light Colour, In Ground Floor

58.49

1263

73885.15

... More
In First Floor

52.57

1268

66669.8

... More
Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. Area of each tile upto 0.09 Sq.mColoured decorative. (A) Floor In Ground Floor

7.02

733

5146.5

... More
In First Floor

6.66

738

4915.88

... More
(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m. In Ground Floor

33.12

746

24707.52

... More
In First Floor

25.32

751

19015.32

... More
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]In Ground

9.5

1005

9549.4

... More
In First floor

9.5

1017

9663.4

... More
Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging,curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m] In Ground Floor

1.08

1143

1234.66

... More
In First floor

1.08

1155

1247.62

... More
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(vi) 100mm. X 50mm. X 1.25mm.

36

43

1548

... More
Anodised aluminium barrel/ tower/ socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(vii) 225mm long x 10mm dia bolt.

24

84

2016

... More
Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.(b) 250mm long.

7

159

1113

... More
Anodised aluminium 'D' type handle of approed quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete.(a) With continuous plate base (Hexagonal/round rod) (vi) 150 mm grip x 10mm dia rod.

24

97

2328

... More
(ii) Door stopper (Anodised aluminium)

7

70

490

... More
Supplying, fitting and fixing UPVC pipes A type and fittings conforming to IS 13592-1992 with all necessary clamps nails including making holes in walls, etc. and cutting trenches in any soil, through masonry concrete structure etc. if necessary and mending good damages including jointing with jointing materials ( Spun yarn, valamoid / bitumen / M. seal etc.) complete. a)UPVC pipe -110 mm. Dia.

20.4

251

5120.4

... More
b) UPVC Fittings-110 mm. Dia. i) Plain Tee

3

172

516

... More
ii) Shoe

3

111

333

... More
Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470, PartI.Payment will be made separetly on the basis of actual height based on relevantI.S.Code. (iii) For 50 usersA) With Pakur variety. (SAIL/TATA/RINL)

1

85511

85511

... More
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. With Pakur variety. (SAIL/TATA/RINL)

3

6684

20052

... More
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.(SAIL/TATA/RINL)

1

15500

15500

... More
Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.630 mm X 450 mm size

4

3260

13040

... More
Aluminium domical grating.(iii) 100 mm

4

49

196

... More
Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.With 'S' trap

5

1512

7560

... More
Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.(ii) Plastic (hallow type) white

5

380

1900

... More
Supplying, fitting and fixing urinal flush pipe fittings of approved brand.(a) C.P. urinal flush pipe fittings range of one

5

414

2070

... More
Supplying, fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.750 mm long

5

117

585

... More
Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.(ii) 470 mm X 280 mm X 340 mm

4

945

3780

... More
Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately).(i) 450 mm X 350 mm

2

881

1762

... More
Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.(iv) 1050 mm long

4

91

364

... More
Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. CPVC Pipes Class-1, SDR-11, For concealed work, 15 mm dia.

50

140

7000

... More
For exposed work- (ii) 20 mm dia.

45

143

6435

... More
(ii) 25 mm dia.

20

208

4160

... More
Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. markng with fittings(tested to 21 kg/sq.cm.). (i) 25 mm

1

912

912

... More
(ii) 20 mm

2

657

1314

... More
(iii) 15 mm

4

521

2084

... More
Supplying & fixing polythene pipe complete with fixing as necy. Under ceiling beam…….. End of the polythene pipe with fish wire.

95.4

36

3434.4

... More
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor)...(A) Above ground (a) 110 mm

20

57

1140

... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.(i) 125/110 S Trap with W.C. Ring, 75 mm

5

552

2760

... More
(ii) Double Socketed 0.60 Meter Length. 110 mm.

1.2

337

404.4

... More
Bend 87.5º 110 mm.

6

120

720

... More
Single Socketed 3 Meter Length 160 mm

24

546

13104

... More
Single Socketed 1.8 Meter Length 110 mm.

5.4

293

1582.2

... More
Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.

5

1015

5075

... More
Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm.

5

613

3065

... More
Supplying, fitting and fixing soap holder Fibre glass

5

58

290

... More
Supplying, fitting and fixing towel rail with two brackets. Aluminium25 mm dia. and 600 mm long

5

164

820

... More
Supplying, fitting and fixing bib cock/ stop cock.(i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).

4

539

2156

... More
Supplying, fitting and fixing bib cock/ stop cock.(ii) Chromium plated Concealed Stop Cock (Equivalent to Code No. 514(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand).

5

674

3370

... More
Supplying, fitting and fixing bib cock/ stop cock.(iii) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).

2

815

1630

... More
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer, (d) 4000 litre capacity

1

20821

20821

... More
Labour for hoisting plastic water storage tank. (ii) Above 1500 litre upto 5000 litre capacity.(a) Upto 1st story from G.L.

1

154

154

... More
Labour for punching hole in plastic water storage tank upto 50 mm dia.

2

19

38

... More
Supplying, fitting and fixing pillar cock of approved make. Polythene Piller Cock (EMCO / ATLAS or equivalent), (i) 15 mm

1

104

104

... More
Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report.

1

8247

8247

... More
Labour for boring through any type of soil for sinking tubewell of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.(a) For depth upto 250 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre). First 50 M

50

1014

50700

... More
Next 50 metre

50

883

44150

... More
Next 50 metre

50

1055

52750

... More
Rest 26 Metre

26

1091

28366

... More
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.

1

7538

7538

... More
Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete.

1

916

916

... More
Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.

1

1231

1231

... More
Providing and fixing bell plug as required upto 250 mm (internal) dia.ERWMS pipe including cost of materials and labour complete.

1

431

431

... More
Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe of of TATA make (heavy quality) as per standard specification, 5 mm thick.100 mm dia. (internal)

116

1045

121220

... More
200 mm dia. (internal)

40

1818

72720

... More
Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.100 mm dia.

20

1319

26380

... More
Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality

1

2235

2235

... More
Supplying, fitting and fixing G.I. cap at top200 mm

1

563

563

... More
Supplying, fitting and fixing heavy type bell mouth reducing socket. (iv) 100 mm X 200 mm

1

865

865

... More
Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.

3

417

1251

... More
Roof treatment by application of non toxic polyurethane modified acrylic based single component (P U Roof Coat) solvent free, cold applied polyurethane modified elastomeric waterproofing membrane with excellant UV resistant capasity as per ASTM D 6083[a water based 100%acrylic elastomeric emulsion polymer latex coating used as protective coating for roofs] after preparing the surface by cleaning and repairing the roof cracks by cement & sand mortar (1:4), preferably with antishrinkage mortar (to be paid separately) if any, apply two coats along with a Priming coat (two coats of P U Roof Coat and one coat of primer coat compatible with main product as per manufacturers specification)

59.4

430

25566.95

... More
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof.

8.19

1956

16019.64

... More
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This itemshould be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m.

162

375

60750

... More
(b) For additional depth beyond 1.5 m. and upto 3.00m

105.3

429

45173.7

... More
Add GST @ 18% on above

1

758936

758936.12

... More
Add labour welfare cess @ 1%

1

49755

49755.53



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