CONSTRUCTION OF REMAINING PORTION OF ROAD AROUND THE PERIMETER WALL OF CENTRAL JAIL BUXAR. FOR THE YEAR - 2026-2027.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Nothing extra shall be payable for additional materials components recommended through design mix report in variance with CPWD Cement concrete prepared with batch mixing machine

Centring and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc., for mass concrete.

Un Skilled Labour.

Carriage Cost of Materials Local sand ( 1 km kutcha + 2 km pucca)

Carriage of Materials Coarse Sand (lead -88 km from koilwar)

Carriage Cost of Materials Stone Chips (lead -220km from manpur, gaya)

Carriage Cost of Materials Bricks (lead - 1 km kutcha + 7 km pucca)

Extra Cost of Materials Cement

Extra Cost of Materials Bricks

Item Code

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Nothing extra shall be payable for additional materials components recommended through design mix report in variance with CPWD Cement concrete prepared with batch mixing machine

Centring and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc., for mass concrete.

Un Skilled Labour.

Carriage Cost of Materials Local sand ( 1 km kutcha + 2 km pucca)

Carriage of Materials Coarse Sand (lead -88 km from koilwar)

Carriage Cost of Materials Stone Chips (lead -220km from manpur, gaya)

Carriage Cost of Materials Bricks (lead - 1 km kutcha + 7 km pucca)

Extra Cost of Materials Cement

Extra Cost of Materials Bricks

Estimated Cost :-

Earnest Money :-

Total Rs. :-

Initial security deposits (including earnest money) to be deposited before the Commencement of the work ………………………………………………….

Percentage to be deducted from bills Rs. 5% (Rupees five percent)

Time required for the work from date of written order to commence ……………………………. Monthly.

Date of written other to commence.

Total number of item of work tendered for.

Item Code

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Nothing extra shall be payable for additional materials components recommended through design mix report in variance with CPWD Cement concrete prepared with batch mixing machine

Centring and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc., for mass concrete.

Un Skilled Labour.

Carriage Cost of Materials Local sand ( 1 km kutcha + 2 km pucca)

Carriage of Materials Coarse Sand (lead -88 km from koilwar)

Carriage Cost of Materials Stone Chips (lead -220km from manpur, gaya)

Carriage Cost of Materials Bricks (lead - 1 km kutcha + 7 km pucca)

Extra Cost of Materials Cement

Extra Cost of Materials Bricks

Since* previous bill.

Per cm sq per 100 M

Per Meter Cube

Per Meter Square

Per Meter Cube

Per Meter Square

Per Meter Cube

Per Meter Cube

Per Meter Cube

Thousand

Thousand

Total Value Of Work Done To Date (A)

4. Deduct - amount withheld ---

dated ...............

Subject to such subsidiary orders as may be laid down by the local Government detailed measurements should be recorded only by Executive or Assistant Engineers or by Executive subordinates in-charges of work to whom measurement books have been supplied by the Executive Engineer for the purpose.

All Measurement should be bear taken down in a measurement book Form 23, issued for the purpose, no where else.

Each set of measurement should commencement with entries Starting-

In the case of bills for work done:-

As all payments for work supplies are based on the quantities recorded in the person taking the measurement to record the quantities clearly and accurately. If the measurements are taken in connection with a running contract account on which work has been previously measured he is further responsible (1) that reference to the last set of measurements in recorded and (2) that if the entire job or contract has been completed the fact is recorded prominently just above his initials.

Entries should be record continuously in the measurement book No Blank pages may be left and no page be turn out. Any page left blank inadvertdetly must be cancelled by diagonal lines. The cancellation being attested. See also paragraph or the Public Work Department Code.

No entry may be erased, of a mistake is made it should be correct (and dated) by the responsible officer in the manner prescribed in paragraph 335 of the Public Works Department Code. When any measurements are cancelled, the cancellation, must be supported by the dated initials of the officer ordering the cancellation or by reference to his orders initialed by the officer who made the measurements in either case the reason for cancellation should be provided with an index which should be kept upto date.

Item Code

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Nothing extra shall be payable for additional materials components recommended through design mix report in variance with CPWD Cement concrete prepared with batch mixing machine

Centring and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc., for mass concrete.

Un Skilled Labour.

Carriage Cost of Materials Local sand ( 1 km kutcha + 2 km pucca)

Carriage of Materials Coarse Sand (lead -88 km from koilwar)

Carriage Cost of Materials Stone Chips (lead -220km from manpur, gaya)

Carriage Cost of Materials Bricks (lead - 1 km kutcha + 7 km pucca)

Extra Cost of Materials Cement

Extra Cost of Materials Bricks

BCD BUXAR

Pages recording measurement subject to test check

Item of Work

BUILDING DIVISION BUXAR