KND-2019/20 Project No.284/20 Moonelimukal Crusher road Interlock lalying in W-03 of Kuunathunadu GP

Amount

Interlock & retarring

2.14.2.A : Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means(A) Bituminous Courses

od375337/2019_2020 : Filling with Quarry muck

od369600/2019_2020 : Providing and laying 80mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction of approved size and design and shape laid in required colour and pattern over 50mm thick compacted bed of approved cushion material , compacting and proper embedding/laying of interlocking paver blocks into the and bedding layer through vibratory compaction using plate vibrator and cutting of paver blocks as per required size and pattern, finishing and sweeping extra and in light traffic parking etc complete as per manufacturer' s specification and direction of Engineer in charge<br>

od369602/2019_2020 : Providing concrete for plain / reinforced concrete using 20mm graded broken stone (formwork excluded, cement content changed to 320kg/m3, 40mm aggregate excluded, 20mm - 0.54m3, 10mm- 0.36m3) PCC Grade M20, Nominal mix 1:2:4

75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.

75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.

75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)

75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)

P K MUHAMMED

kvnazar

Bidder Name

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P K MUHAMMED

ALI P B