Local Self Government Department Tender

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The LSGD has issued a formal invitation for competitive bids for the Local Self Government Department project, for Lrrp-2024-25 Kaipamangalam Lac Slno.1901 Irupatharamkallu Kallumpuram Road In Sreenarayanapuram Gp Mathilakam Bp in Thrissur, Kerala, with an estimated contract value of Rs. 12,71,137. The bid opening date for this tender is 19-02-2025 and the last date for bid submission is 12-03-2025. Interested bidders for Local Self Government Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Local Self Government Department - LSGD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2025
Closing DateCancelled
Tender Amount₹ 12,71,137 
Notes
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Costs

Description

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BOQ Items

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75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)

1200

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OD439515/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)

0.9

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TARRING

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75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

9.86

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OD439514/2024-2025:Printing New Letters and Figures of any Shade - Printing new letter and figures of any shade with synthetic enamel paint white colour to give an even shade as per drawings and Technical Specification Clause 1701 - Malayalam (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) (Modified 10.1.1)

1500

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10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

1.87

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75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

158.15

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OD413124/2024-2025:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp; conveyance charges etc. complete. [MoRTH 55.23 modified] As per CE, LID&amp;EW Order No.DB1/1966/21/CE/LID&amp;EW dated 13.01.2022 Rate of tile/sq.ft = 64.00 Rate of tile/sq.m = 64.00x10.76 = 688.64 transportation cost = 44*60 = 2640/load (kalady to mathilakam =44km) Each load is equivalent to 70sqm= ie 2640/70= 37.71/sqm Loading &amp; unloading charge = 8.00x10.76 = 86.08/sqm Net rate of interlocking tile = 812.43/sqm

540

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75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)

1200

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