GENERAL Providing drain in Chovva Mattannur road for prevent waterlogging at Mattannur town Chovva Mattannur Road ch 22 908

Amount

Concrete work

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm

OD119951/2024-2025:Engaging labour for removing and relaying drain covering slabs, etc, on various roads as per the direction of departmental officers. ( Man Mazdoor)

OD119947/2024-2025:Removing the silt deposit after cleaning the side drain and conveying the silt deposited and dirty materials and biological waste away from the site and deposit on available land etc including all labour charges 5km conveyance etc

8.5: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 composit 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 confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 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.

OD18793/2023-2024:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for superstructure including all cost of materials and labour charges etc complete

OD40915/2024-2025:Providing skilled artistic impression by way of mural textured graphic theme design painted directly on the facade wall provided at various locations as part of beautification works including supplly of all material specific for artwork with different layer of painting coat applied with texture coat ,base coat and upper matt layer finishers as specific to the art work ,scaffoldings etc. all complete as per the direction of the Engineer- in -charge.

OD118489/2024-2025:Mixed Seal surfacing by manual means (Type A)-Providing ,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.20 mm to 0.09mm (Type -A) aggregates using viscosity grade bitumen (VG -30) to the required line,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable HMP of appropriate capacity laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per technical specification

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

Chequerred precast CC tile

11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

DKH CONSTRUCTIONS LLP

VYSHAK P

T.M IBRAHIM

Bidder Name

T.M IBRAHIM

VYSHAK P

DKH CONSTRUCTIONS LLP

Abdul Jamal P