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Municipal Affairs Department

Darjeeling, West Bengal

  • Opening Date

    03 Sep 2019

  • Closing Date

    17 Sep 2019

  • Tender Amount

    ₹ 36,36,221

  • EMD

    ₹ 72,725

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Summary

Repairing Of Road And Drain At Purbachal Colony At Ward - 2

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BOQ Items
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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 sand stone) including removing, spreading or stacking the spoils within a lead of 75m. 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.

520

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62020

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Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming.

1400

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70000

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Cost of stone boulder 150 mm size delivered ans stacked at site.

210

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122640

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(II) Cement concrete with 30 mm. down graded shingles excluding shuttering.N.B. VarietyIn ground floor .

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-

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(a) 1:3:6 proportion.

292

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991604

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

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-

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(b) River bazree.

157

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630945

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

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-

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(ii) River bazree.

10

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47829

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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 inter-section, complete as per drawing and direction.

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(a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel.

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-

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SAIL/ TATA/RINL

1

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105032

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Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).

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(f) 25mm. To 30mm. Shuttering with out staging in foundation etc.

1047

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214819

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Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners 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].

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-

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(ii) With 1:4 cement mortar .

-

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-

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(c)10 mm. thick plaster.

766

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96516

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Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.

766

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26068

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Supplying & laying as per IRC-SP:063-2004 paver unit of anyshade of approved quality as per relevant IS code, laid inpattern as directed in pavement, footpath, driveway (paverblock only), etc including necessary underlay complete in allrespect with all labour and material.[Border concrete if necessary to be paid separately].Note: Sub-grade CBR should not be less than 5.

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a) 25 mm thick Tiles as per IS: 1237-2012 forfootpath,ramp,staircase of public building(over 25 mm thick(Avg) Cement mortar (1:3) & Cement Slurry @ 4.4 kg/Sq.m atback side of Block. Cement for Mortar & Slurry to be suppliedby Department

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-

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(ii) Coloured Decorative

1050

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920850

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Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.

-

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-

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By manual means :

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From 25 mm to 50 mm thick.

805

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18193

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Water Bound Macadam Base Course, 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 tonnesin 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 orfilling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404of Specifications for Road & Bridge Works of MoRT&H(5th Revision).

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Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)

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Manual Means

80

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160772

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Tack Coat 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 asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

-

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-

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On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to0.30 kg per sqm.)

805

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9499

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Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty)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 ofthe 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 apreviously 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 includi

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805

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91399

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Seal Coat 1st

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Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges,cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).

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By Manual MeansWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

805

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29825

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Tack Coat 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 asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.)

805

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7969

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Seal Coat 2nd

-

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-

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Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges,cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).

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By Manual MeansWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

805

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30235

2911_ii Page 1 Issued to : Name of works : West Bengal Form No – 2911 / 2911 (i) / 2911 (ii) FOR WORKS ESTIMATED TO COST UPTO Rs, 10,000 / Rs 50,000 / above Rs 50,000, Price-Rs one / Three / Five only No. of ITEM RATE TENDER AND CONTRACT FOR WORKS GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS 1. All work proposed for execution by contract will be notified in a form of invitation to tender pasted in public places and signed by the Sub- divisional Officer / Divisional Officer. This form will state the work to be carried out, as well as the date for submitting and opening tenders and the time allowed for carrying out the work; also the amount of earnest money to be deposited with the tender, and the amount of the security deposit to be deposited by the successful tender and the percentage, if any, to be deducted from bills, Copies of the specifications, designs and drawing and any other documents required in connection with the work, signed for the purpose of identification by the Sub-divisional Officer / Divisional Officer shall be opened for inspection by the contractor at the office of the sub-divisional Officer / Divisional Officer during office hours. 2. In the event of the tender being submitted by a firm, it must be signed separately by each member thereof, or in the event of the absence of any partner, it must be signed on his behalf by a person holding a power-of – attorney authorizing him to do so. Such power-of-attorney is to be produced with the tender and save in the case of a firm carried on by one member of a joint family it must disclose that the firm is duly registered under the Indian Partnership Act. 3. Receipts for payments made on account of a work, when executed by a firm, must also be signed by the several partners, except where the contractors are described in their tender as a firm in which case the receipts must be signed in the name of the firm by one of the partners or by some other person having authority to give effectual receipts for the firm. 4. Any person who submits a tender shall fill up the usual printed form, stating at what rate he is willing to undertake each item of the work. Tenders which propose any alteration on the work specified in the said form of invitation to tenders, or in the time allowed for carrying out the work, or which contain any other conditions of any sort, will be liable to rejection. No single tender shall include more than one work, but contractors who wish to tender for two or more works shall submits a separate tender for each. Tenders shall have the name and number of the work to which they refer, written outside the envelope. 5. The Divisional Officer / Sub-Divisional Officer, or his duly authorized assistant will open tenders in the several tenders in the presence of any intending contractors who may be present at the time, and will enter the amounts of the several tenders in a Comparative Statement in a suitable form. In the event of a tender being accepted, a receipt for the earnest-money forwarded therewith shall thereupon be given to the contractor who shall thereupon for the purpose of 2911_ii Page 2 identification sign copies of the specifications and other documents mentioned in Rule 1. In the event of a tender being rejected, the earnest-money forwarded with such unaccepted tender shall be refunded within 10 days from the date on which the tender is decided provided the contractors present himself / themselves before the Executive Engineer to take the fefund. 6. The accepting authority reserves the right to reject any or all the tenders without assigning any reasons and he will not be bound to accept either the lowest tender or any of the tenders. 7. The receipt of an accountant or a clerk for any money paid by the contractor will not be considered as any acknowledgment of payment to the Sub-Divisional Officer and the contractor shall be responsible for

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