Open tender for provision of pathway utilizing released concrete sleepers in yard and other ancillary works over Asansol Division in the jurisdiction of DEN/4/Asansol.

A-Overall percentage Above/Below/At par on assessed cost of schedule-

B-Overall percentage Above/Below/At par on assessed cost of schedule-

B1-Overall percentage Above/Below/At par on assessed cost of

Item Breakup - A-Overall percentage Above/Below/At par on assessed cost of schedule-A (N S Items)

Collecting and laying sleepers for making Each road/pathway as per drawing provided by EIC, this includes all lead lift (upto 50 meter and crossing line with complete in all respect. Total 357240.00 Schedule B-Overall percentage Above/Below/At par on assessed cost of schedule-B (Items of DSR-

Item- 2 Items of schedule-B (Items of DSR-2023)

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including loading,

unloading and stacking

By Manual Labour including loading, unloading

and stacking for lead less than 0.50 KM

1.2.5 Sand, stone aggregate below 40 mm nominal size

1.2.5.2 Every additional lead of 50m or part thereof cum- 1800 61.83 111294

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

2.1S General

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

for all lift, as directed by Engineer-in-charge.

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, for all lift,

including getting out the excavated soil and

disposal of surplus excavated soil as directed,

within a lead of 50 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 10 7878.5 78785

5 from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth level up cum 5 10585.9 52929.5

to floor five 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

with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources).

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

5.22 straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 400 107.85 43140

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay F.P.S. (non

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

11.0 FLOORING

11.1S General

11.2 Dry brick on edge flooring in required pattern with Sqm 280 792.05 221774

bricks of class designation 7.5 on a bed of 12 mm

9 mud mortar, including filling joints with Jamuna

sand, with common burnt clay non modular

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of Engineer

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 4 2434.25 9737

equivalent design mix)

Demolishing brick work manually/ by mechanical

means including stacking of serviceable material

15.7 and disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-

Schedule B1-Overall percentage Above/Below/At par on assessed cost of schedule-B1 (Items of

Item- 3 Items of schedule-B1 (Items of USSOR-2021)

S No. Item Description of Item Unit Qty Rate Amount

1 052030 Supply and laying of quarry dust including cum 1450.00 1278.23 1853433.50

consolidation, supply of all materials, labour, lead,

lift, tools, plants, crossing of tracks as per drawing

and technical specification as directed by the

Engineer in charge in case loose slush is

encountered at site of foundation before casting

the foundation or laying the filtering media.

Loading, leading and unloading of all types of

P.Way fittings and all other miscellaneous

m a t e r i a l except Rails, sleepers, switches,

crossings, SEJs and Glued Joints by road vehicles

for different leads. Note: Lead shall be the

shortest motorable road length between the

points of loading and unloading.

Transportation of Rails, sleepers, switches,

crossings, SEJs and Glued Joints by road vehicles

for different leads. Note: 1 . Lead shall be the

shortest motorable road length between the

points of loading and unloading. 2. Loading and

unloading shall be paid extra under relevant

ASANSOL DIVISION-ENGINEERING/EASTERN RLY