Construction of RCC Pipe drain including Manholes and construction of Sump Cum Pump House for Drainage Scheme Momin-Abad at Tengpora, Batmaloo, Srimagar (Part A).

Amount

Earth work in excavation by Manual means in foundation trenches, drains, pipes and cables (not exceeding 1.5m.in width or 10sqm. on plan) including dressing of sides and ramming of bottoms lift upto 1.5m. including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50 meters. All kinds of soil.

Earth work in excavation by Mechanical means in foundation trenches, drains, pipes and cables (not exceeding 1.5m.in width or 10sqm. on plan) including dressing of sides and ramming of bottoms lift upto 1.5m. including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50 meters. All kinds of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material all kinds of soil : 1) 1.5 to 3 mtrs and 3 to 4.5 mtrs

Extra for every additional lift of 1.5 m or part thereof executed in muddy conditions

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 1 . Depth 0 to 1.5 M

2. Depth not exceeding 1.5 m but not exceeding 3.00 m

3 . Depth not exceeding 3 m but not exceeding 4.5 m

Providing and laying dry stone soling.

Providing & laying in position Cement concrete of specified grade excluding the cost of centering & shuttering All work upto Plinth level in:- 1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size) Crushed

Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centring & shuttering (All work upto plinth level)All work upto Plinth level in cement concrete 1:1.5: 3 (1Cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

Reinforcement for R.C.C. work including straightening cutting bending ,placing in position and binding all complete -Thermo mechanically treated Bars.

Centring& shuttering including strutting propping etc. & removal of form work for :-Walls (any thickness) incld. Attached pilasters buttresses plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access plat form.

Edges of slabs above 20 cm wide.

Providing and eracting 1.20 mtrs high Temporary Baricating at site with CGI sheet fixed with angle iron of 50 x 50 x 5 mm eracted at regular spacing with caution boards.

Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 900mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including testing of joints and all carriages upto the site of work (Complete Job)

Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 800mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including testing of joints and all carriages upto the site of work (Complete Job)

Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 700mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including testing of joints and all carriages upto the site of work (Complete Job)

Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 600mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including testing of joints and all carriages upto the site of work (Complete Job)

Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 450mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including testing of joints and all carriages upto the site of work (Complete Job)

Providing, laying and fitting of polycrete manhole covers including all safe carriages upto site of work (Complete Job)

Providing and fixing of C.I steps including all carriages upto site of work (Complete Job).

Filling available excavated earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.

Cutting existing road and making good the same including supply of extra qtys of materials i.e crushed aggregates, moorum, screening, red bajri etc including labour required. 1) Bitumenous Road.

2) Water Bound Macadam

Carriage of materials by mechanical transport including loading, unloading & stacking from approved source to site of work :-Stone soling for 16 Kms.

40mm N.S. stone agg. For 16 Kms

20mm N.S. stone agg. –do-

Sand for 24 Kms.

Disposal of surplus earth for 05 Kms.

Construction of pump house and sump well for a design discharge of 45 cusec, with pump house machine floor level 1 Mtr above HFL complete in all respects. The successful bidder has to submit the detailed design of pump house and sump well duly wetted by Engineer Incharge / DIQC before execution.

Ms Ghulam Nabi Magray

M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS