Retender - Kannitta C-2025-KP-FMPImprovement works to Kannitta C Padasekharam in Alappuzha Municipality in Ambalappuzha LAC

Improvement Works-Masonry Retaining wall

60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

OD47598/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

OD47601/2025-2026:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

OD32948/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges et . complete as per direction of departmental officers at site . Details of cost for 1 cum

OD32949/2025-2026:Dry Rubble Masonry (without concrete levelling course ) with good quality blasted rubble ( without bond stone ) , and packing to compactness to lines and levels ,cost and conveyance of all materials labour charge etc. complete as per direction of departmental officers at site. Details of cost for 1 cum

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

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

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

OD44606/2025-2026:Supplying and stacking well matured 1/2 split and straight 6 m long coconut post for driving down through various strata bellow bed level including cost coveyance labour charges etc complete.

OD44647/2025-2026:Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length.

OD44779/2025-2026:Supplying and stacking well matured straight 6 m long coconut post having avg diameter on 25cm for driving down through arious strats below bed level including cost conveyance, labour charges etc complete.

OD44847/2025-2026:Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6 x 15 = 90 m. long 15 numbers per day 6X15=90m Details for 90m length.

OD33578/2025-2026:Cutting and removing the excess length of Wooden/ Coconut piles to lines and levels and removing the cut end of piles and stacking within 150m

OD44848/2025-2026:Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces of required length and tied to the post with iron wires etc complete as per standard specification.

OD33726/2025-2026: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.

OD45776/2025-2026:Forming earthen bund using stiff clay by earth work in rough excavation in under water or liquid mud, conveyed and banking in layers not exceeding 20cm in depth breaking clods and dressing up embankment for roads, flood banks, marginal banks and guide banks including all charges for laying with all leads and lifts etc. complete. all kind of soil. (DSR 2.2.1-2.4- 2.5.)+20% for under water excavation

OD47610/2025-2026:Strengthening the earthen bund using coir grab textile 740 gm etc complete including conveyance all other incidental charges as per the direction of Departmental officers at site. one sqm

19.6.5:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe