Howrah Improvement Trust Tender

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Howrah Improvement Trust - HIT Tender

Opening Date30 Apr 2018
Closing Date7 May 2018
Tender Amount₹ 36,98,151 
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BOQ Items

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Supplying & laying interlocking designer paver block of any shade and of approved quality as per IS: 1237-1980 laid in pattern as directed in pavement, footpath, driveway, etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. (c) 80 mm thick block (over 50 mm medium sand bed including cost of sand but excluding cost of earthwork in excavation or dismantling of existing hard surface if necessary) (ii) Coloured Decorative

30

35336

1177.89

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(iii) 10 mm. thick plaster (a) In Ground floor.

237.5

32300

136

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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 30mm shuttering without staging.

93.67

21075

225

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Earthwork in excavation of foundation trenches or drains etc. in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or satcking 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 etc.as required complete. (a) Depth of excavation not exceeding 1500 mm.

896.34

107982

12047

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Supply of class NP3 Rcc spun pipes spigot/socket type with rubber gasket 400 mm dia.

134

477308

3562

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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. i) With Pakur variety. iii) Extra for each additional depth of 150 mm or part thereof beyond initial 600 mm depth.

48

369552

7699

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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)

25

1275

51

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Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).

950

338200

356

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(d) In3rd. floor.

237.5

35150

148

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Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.

85.9

4295

50

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Manhole connection including mending good all complete with (1:2:4) cement concrete as per specification and direction of the Engineer-in -charge.

36

18900

525

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Silt clearence of drainage channel in all kinds of soil including silt sludge slush mixed with industrial waste and municipal garbage by methor labour and ordinary labour and depositing the same mixed with any foreign materials by pan or bucket including dewatering from all sources removal of sand or soil blown from underneath within an initial lead of 75 m and initial lift of 1.5 m including rough dressing complete including cost of tools and plants.

25

1815

72.6

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

927.69

346954

374

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Filling polythene bags with all kinds of earth (wet & dry) or sand including sewing as done in cases of cement bags (trying with a knot after filling will not be accepted) and placing in positiobn as per direction within an initial lead of 150 metres including cost of excavation of earth.

200

872

4.36

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Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides). (iii) 150 mm

200

75600

378

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Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment]

950

869250

915

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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)

53.5

39978

74726

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Dewatering by pump including all lift and making all arrangements for disposal where continous flow or seepage of water is encountered and rating of pumps and hour of operation is ascertained as per EIC.

1800

33317

18.51

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety

193.63

1153516

5957.2

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Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

9.5

28436

2993.27

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

300

23493

7831

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Brickwork with 1st. class bricks in cement mortar (4:1) (a) In foundation and plinth

85.41

509897

5970

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Hire charges Big Excavator for cutting and taking out excavated earth including stacking at site .The rate includes hire charges of all machinaries, operator ,helper etc. All complete including supply of fuel and lubricants and others materials.

15

22890

1526

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Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement material (i) Stone-metal surface..

25

637

25.5

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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.

25

49375

1975

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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)

25

413

16.52

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Supplying, fitting and fixing PVC pipes of approved make of (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 Work PVC Pipes 150 mm

150

289500

1930

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20 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size each 3808.00 Cover: 600 mm X 75 mm Frame: 750 mm X 150 mm opening: 525mm Weight: 170 kg (approx)

36

137088

3808

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Removal silt,slush,muck or any other foul material from conduits by scraping or/ buckets or by any other suitable means from the inside the conduits after removal of inflammable / Asphyxiating gases from the conduit ect.Including necessary hosting devices or any other approved lifting method and stacking the materials with in a lead of 75 m loading into truck after 24 hrs retention of the stack if necessary and carriage and disposal of the same inconformity with municipal corporation rules for such disposal including cleaning the site in all respect complete witrh all labour and materials and hire charges of tools and plants as the direction of EIC. ( Payment to be made on the basis of stack measurement after deducting sinkage/ shrinkage 1/9 of the volumn.

70.65

21831

309

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Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.

71.5

32246

451

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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, scaffolding /staging where necessary. (Excluding cost of chipping over concrete surface.) (A) With 1:4 cement mortar (ii) 15 mm. thick plaster(External) (a) In Ground floor.

352

60192

171

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Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materia (ii) Brick / Jhama metal surface.

25

475

19

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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). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means

9.5

28156

2963.83

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(c) In2nd. floor.

237.5

34200

144

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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m (a) In ground floor including roof.

10

9490

949

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(b) In1st. floor.

237.5

33250

140

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Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared with latex of approved brand, water and cement in the proportion of (LP.W. Cement - 1:4:6) by volume, with brush in a time gap of minimum 4(four) hours to 14(fourteen) hours between the two layers, laying 20mm thick and sand and cement consolidated plaster (1:4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st class Brick Bats / Bricks over the mortar keeping a gap of 10-20 mm between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm thick sand and cement plaster (1:4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the antistrip property. (a) By Bricks (cement 25.66 kg/ Sq.m)

1310

1167210

891

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Loading into track at the lifting point unloading at destination .

17

4386

258

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Supply of Empty polybags of minimum 50 kg cement capasity 2nd hand in good condition .

200

950

4.75

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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

24.39

162595

6666.19

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Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.

25

3788

151.53

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PVC pipe bend 87.5º(160 mm)

96

38688

403

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Dumping in position earth filled poly bags from stacks where necessary in stagnant / following water including all leads and lifts.

280.05

221

0.79

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Laying of Rcc pipe with collar/spigot socket class NP3 pipe 400 mm dia .

335

28843

86.1

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Carriage of Hume of Rcc spun class NP3 400 mm dia .

17

8511

500.7

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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound in conformity with the Municipal /Corporation Rules for such disposal, loading into truck,unloading from truck and cleaning the site in all respect as per direction of Engineer in charge.

100

16800

168

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

3.83

239262

62487

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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (i) 20 mm. thick

86.7

22281

257



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