Kolkata Metropolitan Development Authority Tender

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Kolkata Metropolitan Development Authority - KMDA Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 1,74,32,644 
Notes
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Costs

Summary

Repairing And Upgradation Of Damaged Ghat With Bank Protection Of Existing Electric Crematorium At Bhadrakali Shibtala Burning Ghat In Ward No -8 N 9 Under Uttarpara Kotrung Municipality, Dist-hooghly(w.b.)

Description

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BOQ Items

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DO_NOT_SHOW

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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 and cleaning the site in all respect as per direction of Engineer in charge

30

166

4980

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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.

-

-

-

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(a) Depth of excavation not exceeding 1,500 mm.

415

119

49497.05

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

195

192

37514.1

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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)

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-

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(a) With earth obtained from excavation of foundation

85

77

6590.9

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(iii) With carried earth arranged by the contractor within a radius OF 1km including cost of carried earth

615

312

192316.65

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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)

160

711

113889.6

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

665

24

15960

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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

480

357

171360

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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

50

5013

250674

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

165

5515

910017.9

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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shutteringandreinforcement 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 perdirection of Engineer-in charge. Consumption of cement will not be less than300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis ofpreliminary test and job mix foumula. In ground floor and foundation.[usingconcrete mixture] M 25 Grade (i) Pakur Variety

415

6002

2491203.5

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Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)

-

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-

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(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work as per decision & direction of Engineer-in-charge.

1110

368

408480

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(f) 25 mm to 30 mm shuttering without staging in foundation

245

209

51205

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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.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild SteelII. Other Manufacturers not specified

32.5

54439

1769269.78

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Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades.

200

119

23800

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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.

4320

23

99360

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Supplying Eucalyptus bullah piles at work site, including dressing and making one end pointed

-

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-

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(iv) 150 mm diameter

14500

217

3146500

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i)100mm dia

700

96

67200

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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in 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) 150 mm diameter 4) For driving done by pile engine set (with heavy staging or from specially made pontoon) under specific instruction of Engineer-in-charge. The rates will be enhanced by ` 7.00 per m.

13200

105

1386000

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Coal tarring on wooden surfaces including cost of materials i) Double coat

10120

36

364320

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

13200

11

155760

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Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.

700

20

14420

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

17000

3

56100

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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.

17000

3

59500

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

17000

3

51000

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Placing / laying, stone / brick aggregates filled gunny / poly bags on the slope of the bank of the river / sea or the slope of the embankment or in the river bed with all leads etc. complete.

17000

4

68000

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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.

17000

6

102000

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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- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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 the work including all incidental chages such as electricity charges, labour insurance charges etc. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m

20.6

75266

1550479.6

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Driving M.S. sheet piles of any kind of approved type and size conforming to IS code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by monkey hammer including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equiepments, craping and cleaning piles, painting the sufrace with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc including all cost of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of EIC but excluding the cost of sheet piles.

510

1333

679830

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(a) Supplying, fitting and fixing 20 mm. to 37.5 mm. thick Chunar / Mirzapur / Dholpur slab in floor set in 20 mm thick (avg) cement mortar (1:4) bed and pointing in cement mortar(1:2) [1 cement: 2 marble dust] with admixture of pigment matching the stone shade, polishing all complete as per direction of the E-I-C (Using cement slurry for bedding @ 4.4 kg/Sq.m and jointing @ 2.4 kg/Sq.m).In ground floor

109

1030

112288.53

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(b) Supplying fitting and fixing in position 8 mm. to 12 mm. thick Dholpur slab in wall, dado making suitable arrangement to hold the stone properly with approved polymerised adhesives (6 mm thick) as per ISI specification including pointing with cement mortar (1:2) (1 cement: 2marble dust) with admixture of pigment matching the stone shades all complete as per direction of Engineer-in-charge including cost of all materials, labour, scaffolding, staging, curing complete [using white cement for pointing @ 2.4 kg/ Sq.m]. In ground floor

47

1155

54292.05

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(b) Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006 manufactured from BIS licensee manufacturer with spacer nib (small pratruding profiles on the verticals face of a paver block used as a device for keeping minimum joint gap in between the paving block as per cl no 3.26 of IS:15658) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block, as per CL no.3.3 of IS: 15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified BR as per Table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with a cushion of compacted edding sand of 25-35mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP-63) and completing the edge with cut blocks as perCl.No.8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up the edge gap. 50mm Thick. ii) Colured Decorative

50

858

42900

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Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor

10

5468

54688.1

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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

30

714

21434.1

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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 (ground floor) (Excluding cost of chipping over concrete surface) Extra @4rs./sqm for each additional floor over the rate for ground floor items (i) With 1:6 cement mortar (b) 20 mm thick plaster

115

162

18711.65

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Neat cement punning about 1.5mm thick in wall, dado, window sill,floor etc.

115

32

3766.25

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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 theEIC.

115

45

5186.5

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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. a) Normal Acrylic Emulsion In Ground floor (Two Coat)

115

67

7705

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Add GST @18% on Sl. No. 1 to 36

14627155.26

-

2632887.95

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Add L.W.CESS @1% on Sl. No. 1 to 37

17260043.21

-

172600.43



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