Kerala Police Housing And Construction Corporation Limited Tender

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Kerala Police Housing And Construction Corporation Limited - KPHCCL Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date13 Mar 2024
Closing DateCancelled
Tender Amount₹ 9,99,615 
Notes
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Costs

Description

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BOQ Items

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100.41.34 Supplying and fixing Rectangular C.I. manhole cover 455mm x 610mm with frame (low duty) charges including all cost, labour charges etc., complete.

13

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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 : 6 graded stone aggregate 20 mm nominal size)

0.2

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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)

0.5

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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

0.5

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5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

0.4

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5.12 Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

0.49

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

7.16

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5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.5

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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

63.18

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

5

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OD23781/2023-2024 Providing and fixing scaffolding system (H Frames with brazing) on the exterior side, up to any height made with frames at an interval of 2.0 meters made with 40 mm dia MS tube and 25 mm MS tubes connecting with two numbers of MS tubes 25 mm dia on each side diagonally, similar units connected horizontally & vertically by fixing the bottom legs into 50mm attachment pieces of top of H frames and M.S. staircase system with in the frames providing working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done

80

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50.18.9.19.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall

64

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50.18.9.22.6 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee

12

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50.18.9.10.1 Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2

150

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OD24165/2023-2024 Supplying and Providing 2k water proofing compound coating 2 coats for Toilet, slab floor and Wall area of approved make @ 2kg/m2 of mix floated hard and troweled smooth including all labour, material, conveyance charges etc complete (modified)

32.67

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OD24107/2023-2024 Engaging Man Labour-Plumber

14

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OD24108/2023-2024 Engaging Man labour -Coolie

10

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19.24.1 Dismantling of manhole including R.C.C top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead:Rectangular manhole 90x80 cm and 45 cm deep

2

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19.24.2 Dismantling of manhole including R.C.C top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead:Rectangular manhole 120x90cm and 90 cm deep

2

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19.26.2 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD- 10

1

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OD24175/2023-2024 Constructing silt pit 20 x 20cm up to 60 cm depth inside dimension in half brick thick walls in CM all-round over brick jelly concrete in CM 1:3 for foundation 15 cm thick, plastering with CM 1:3, 12 mm thick with neat cement flushing coat, etc. complete including providing 2 nos. heavy CI gratings, 150 x 150 mm and 180 x 180 mm for the inside and outside , painted with black Japan two coats and necessary earth work excavation etc. complete.

5

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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

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