KIIFB-KIIFB-KIIFB PROJECT - THALASSERY HERITAGE PROJECT - PHASE 1 - Pazhassi Circuit - Thirunelli Maha Vishnu Temple-Reconstruction of Vilakkumadam, Electrification, at Thirunelli Maha Vishnu Temple in Thirunelli-General Civil Work

Amount

Reconstruction of Vilakkumadam

15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: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

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 : 8 graded stone aggregate 40 nominal size)

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

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)

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

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.

OD4583/2023-2024:Stonework for construction of 'Vilakkumadam" in plain ashlar in foundation and basement in cement mortar 1:6 (1 cement: 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade: (Outer faces dressed) Granite stone

OD4584/2023-2024:Stonework for construction of 'Vilakkumadam" in plain ashlar in structure above plinth such as Piller, Beam, Wall etc., in cement mortar 1:6 (1 cement: 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (All faces dressed). As per specified design/direction of engineer at site. Granite stone.

OD4585/2023-2024:Providing 24x24cm granite stone piller with "Pothika" for vilakkumadam outer, as per the design and drawing of the Architect including all cost and conveyance, labour charges etc complete. height 155cm piller and 15 cm "Pothika". Above plinth level.

OD4586/2023-2024:Stone work in plain ashlar in superstructure up to floor V level including granite lamp with azhi (3 lamps for 1 azhi)

OD4587/2023-2024:Providing and fixing 30 mm granite stone laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with cement. complete at all levels. Area of slab over 0.50 sqm

OD4588/2023-2024:Dismantling dressed stone pilers from existing Vilakkumadam, by manually/mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge

OD4589/2023-2024:Stonework for construction of Vilakkumadam in plain ashlar in foundation and basement by using stacked depatmental material (Disamandled from existing Vilakkumadam structure) in cement mortar 1:6 (1 cement: 6 coarse sand) including. pointing with cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (Outer faces dressed) Granite stone

OD4590/2023-2024:Providing and fixing of granite stone piler by using stacked departmental material (Dismantled from existing Vilakkumadam structure) with "Pothika" for vilakkumadam outer face, as per the design and drawing of the Architect including all cost and conveyance, labour charges etc complete. Above plinth level.

Revival of pond

15.9.2: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 cement 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

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 : 8 graded stone aggregate 40 nominal size)

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

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)

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

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

OD4591/2023-2024:Providing and fixing 30 mm granite stone laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with cement. complete at all levels. Area of slab over 0.50 sqm

Eletrification

OD4592/2023-2024:Supply and fixing cast iron post top lanternd 28W inbuilt LED with shade of size 540x450mm with powder coated finish an giving connection as required

OD4593/2023-2024:Supplying & fixing Cast iron lamp pole of height 4mtrs. base dia.250mm and top dia.75mm (weight 110kg. Arox. with provision for fixing MCB and cably entry/exit at bottom made of FG15 grade cast iron with MRF apoxy black finish over a coat of zinc chromate base on existing concrete foundation using foundation bolts, nuts nd washers.

OD4594/2023-2024:Supply and fixing 32A, 4way connector in the existing junction box

90.12.1.3:Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).2 core 10 sq mm

90.12.2.3:Supply and laying of one number additional PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground in the same trench in one tier horizontal formation including widening the trench by 20 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil)2 core 10 sq mm

90.12.1.4:Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).2 core 16 sq mm

90.12.7.4:Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.2 core 16 sq mm with factory made clamp

9.1.3:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2 X 16 sq. mm (22mm)

9.1.2:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2 X 10 sq. mm (19mm)

90.12.9.2:Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench50/38 mm or nearest size

90.16.1.3:Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG)

1.17.3:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm

2.3.3:Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator12 way, Double door

2.10.1:Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole

2.12.1:Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

2.14.2:Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

5.3:Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required.

OD4595/2023-2024:SITC Of feeder pillar complete with the following accessories. Incomer: 40A, DP<br>Isolator. 40A, DP, RCCB, 100mA. Outgoing: 10A, SP MCB - 4 Nos

5.13:Providing and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and re-filling as required.

VALLIYIL CONSTRUCTION

Bidder Name

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

VALLIYIL CONSTRUCTION