TVM DP - 2020-21- Pro No. 269 - Madanvila Radio Kiosk road retarring in Azhoor G P

Amount

MADANVILA RADIO KIOSK ROAD RETARRING

2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

2.7.B : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B)Rubble Stone Masonry in Cement Mortar

11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth

od638344/2020_2021 : Dry rubble masonry

od638461/2020_2021 : Stone Masonry in cement mortar for sub structucture complete as per drawing & technical specification (Departmental Rubble)

od638345/2020_2021 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III. Random rubble masonry (iii)In cement mortar (1:6)(correct)

12.3 : Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

5.2.1a : Tack Coat<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.

5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <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)

5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <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 :- Case - III : Type C <br> (II) Bitumen (S-65)

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od638410/2020_2021 : od60549/2019_2020 :Construction of plain cement CONCRETE PAVEMENT ,thickness as per design,over a&lt;br&gt;prepared sub base,with 43 gradecement or any other type as per clause 1501.2.2 M 20 (grade),coarse and&lt;br&gt;fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a&lt;br&gt;concrete mixer of not less than 0.20 cum capacity and spreading the concrete with&lt;br&gt;showels,rakes,compacted using needle vibrators and finished in continuous operation including provision&lt;br&gt;of contraction and expansion ,construction joints, curing of concrete slabs for 14 days WITHOUT USING&lt;br&gt;FORMWORK AND VIBRATOR

od638439/2020_2021 : Supplying & fixing Information Board 75*60 cm size using G.I pipe as post & 1 mm M.S sheet surrounded by M.S angles including painting , lettering & fixing in concrete etc complete.

od638427/2020_2021 : od290503/2018_2019 :Supplying and fixing name board (MoRD) of size 75x60cm installed in the appropriate&lt;br&gt;place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc&lt;br&gt;complete as per the direction of departmental officers at site.

HARY AUSTIN

PRADEEP S

Bidder Name

HARY AUSTIN

PRADEEP S

SULFIKAR M