KUNDAMATHIN KULAM MAINTENANCE POOVAR GP PRO 90

Amount

Kulam Protection wall

15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

OD98239/2025-2026:DR MASONRY without concrete levelling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers at site

OD98272/2025-2026:DR masonry using departmenal rubble including all charges as per direction

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

OD92560/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand)

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

OD100240/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

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

13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand)

OD100631/2025-2026:Engaging Labour

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

KANAKARAJ N (BID ID -2239525)

AJEESH KUMAR AR (BID ID -2239802)

PAARVANA CONSTUCTIONS (BID ID -2239585)

Bidder Name

RAJENDRAN B

KANAKARAJ N

PAARVANA CONSTUCTIONS

AJEESH KUMAR AR