Construction of Four units of type-III Qtrs, Twenty-eight units of type-IV Qtrs, Five units of type-V(Spl) Qtrs, Five units of type-V Qtrs and Construction of Two units type-II Qtrs, Twenty units type-III Qtrs, Fourteen units type-IV Qtrs on replacement account under the jurisdiction of Sr. DEN/Settlement/BSP.

Execution of all works as per CPWD -DSR-2023 connected with the above work covered under items

of Chapter 16 only.

S No. Item No Description of Item Unit Qty Rate Amount

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

16.4 Laying, spreading and compacting stone cum 4547 1046.95 4760481.65

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material

to fill up interstices of coarse aggregate,

watering and compacting to the required

Supplying, stacking and Spreading 6 mm

thick red bajri, watering and rolling complete

including preparation of the surface and

16.15S FENCING

16.15 Supplying at site :

16.15.2 Welded steel wire fabric of required width Kg 4500 78.95 355275

having rectangular mesh painted with two or

6 more coats of enamel paint of approved

shade over a coat of primer (Priming &

Painting to be paid for separately).

BILASPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

16.19 Supplying at site Angle iron post & strut of Kg 2110 125.75 265332.5

required size including bottom to be split and

7 bent at right angle in opposite direction for

10 cm length and drilling holes upto 10 mm

dia. etc. complete.

16.20 Welded steel wire fabric fencing with posts of Sqm 700 66.15 46305

specified material and of standard design

placed and embedded in cement concrete

blocks 45x45x 60 cm of mix 1:5:10 (1

cement:5 fine sand : 10 graded stone

aggregate 40 mm nominal size), every 15th

post, last but one end post and corner post

shall be strutted on both sides and end post

8 on one side only and struts embedded in

cement concrete blocks 70x45x50 cm of the

same mix, provided with welded steel wire

fabric fixed between the posts fitted and

fixed with G.I. staples on wooden plugs or

tied to 6 mm bar nibs with G.I. binding wire

(cost of posts, welded steel wire fabric,

painting, earth work in excavation and

concrete to be paid for separately).

16.30S PREMIX CARPET

Providing and applying tack coat using

bitumen emulsion conforming to IS:8887,

16.31 using emulsion pressure distributer including

preparing the surface & cleaning with

mechanical broom.

16.31.1 With rapid setting bitumen emulsion

16.49S MISCELLANEOUS

Providing and laying Dense Graded

Bituminous Macadam using crushed stone

aggregates of specified grading, premixed

with bituminous binder and filler,

transporting the hot mix to work site by

tippers, laying with paver finisher equipped

16.54 with electronic sensor to the required grade,

level and alignment and rolling with smooth

wheeled, vibratory and tandem rollers as per

specifications to achieve the desired

compaction and density, complete as per

specifications and directions of Engineer-in-

16.54.2 50 to 100 mm average compacted thickness cum 127 11032.2 1401089.4

with bitumen of grade VG-30 @ 5%

(percentage by weight of total mix) and lime

filler @2% (percentage by weight of

Aggregate) prepared in Drum Type Hot Mix

Plant of 60-90 TPH capacity.

Providing and laying Bituminous concrete

using crushed stone aggregates of specified

grading, premixed with bituminous binder

and filler, transporting the hot mix to work

site by tippers, laying with paver finisher

equipped with electronic sensor to the

required grade, level and alignment and

rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired

compaction and density as per specification,

complete and as per directions of Engineer-

16.57.7 40/50 mm compacted thickness with bitumen cum 127 11104.65 1410290.55

of grade PMB-40 @ 5.5% (percentage by

weight of total mix) and lime filler @ 3%

(percentage by weight of Aggregate)

prepared in drum Type Hot Mix Plant of 60-

90 TPH capacity.

BILASPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Schedule Schedule E-NS ITEMS

Item- 05 Execution of all items connected with above work covered under Schedule-E.

S No. Item No Description of Item Unit Qty Rate Amount

1 01 Submission of details design & drawing of Job 31.00 43065.00 1335015.00

foundation as per soil strata & superstructure

for building complete asper railway approved

G A D . The design shall be got duty proof

checked from IIT/NIT/Govt. Engg. College and

approved by Railway. The drawing should be

made available on tracing paper along with

three prints and also an editable draft copy.

2 02 Development of Architectural drawings for Sqm 4000.00 560.40 2241600.00

elevation of Buildings and layouts for space

planning as per approved railway

plans/drawings, furnishing specifications,

design for interior/Exterior arrangements

including colour scheme in the rooms and

land scaping wherever required for any

new/existing buildings and providing hard

copies of drawingsas required with all

contractor's labour, Material, tools,

plants,stationery, transportation, taxes etc.

and as directed by the Engineer-in-charge

3 03 Exploratory drilling of Boreholes down to Metre 51.00 1061.26 54124.26

required depth, drilling of 150mm diameter

boreholes in all type of soils except hard rock

and large boulders (boulder core more than

30 cv), including refilling and reinstating

surface, and disposing off surplus (0m to 10m

4 04 Exploratory drilling of Boreholes down to Metre 51.00 1152.32 58768.32

required depth, drilling of 150mm diameter

boreholes in all type of soils except hard rock

and large boulders (boulder core more than

30 cv), including refilling and reinstating

surface, and disposing off surplus (10m to

5 05 Conducting standard penetration test as per Each 32.00 202.56 6481.92

IS 2131 at approximate 1.5 m intervals in

bore holes, as directed by the Engineer in

6 06 Conducting laboratory Tests on collected soil Each 32.00 337.26 10792.32

samples as per relevant IS code (Moisture

contents/ Dry density)

7 07 Conducting laboratory Tests on collected soil Each 32.00 511.97 16383.04

samples as per relevant IS code (Atterberg

8 08 Conducting laboratory Tests on collected soil Each 32.00 534.47 17103.04

samples as per relevant IS code (Grain size

analysis including Hydrometer analysis)

9 09 Conducting laboratory Tests on collected soil Each 32.00 1404.07 44930.24

samples as per relevant IS code (Direct Shear

10 10 Conducting laboratory Tests on collected soil Each 32.00 346.91 11101.12

samples as per relevant IS code (Natural

11 11 Conducting laboratory Tests on collected soil Each 9.00 258.00 2322.00

samples as per relevant IS code (Specific

12 12 Conducting laboratory Tests on collected soil Each 9.00 1742.25 15680.25

samples as per relevant IS code

(Consolidation test)

13 13 Conducting laboratory Tests on collected soil Each 9.00 1161.50 10453.50

samples as per relevant IS code (Unconfined

compression test)

BILASPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

14 14 Conducting laboratory Tests on collected soil Each 9.00 1687.01 15183.09

samples as per relevant IS code(Tri-axial test)

Item Breakup - A-CPWD DSR 2023

88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making 18.11 good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 70 18.11.1 15 mm dia nominal bore Metre 450 580.45 261202.5 71 18.11.2 20 mm dia nominal bore Metre 862 635.2 547542.4 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc. External work 72 18.12.1 15 mm dia nominal bore Metre 663 322.15 213585.45 73 18.12.2 20 mm dia nominal bore Metre 746 368.6 274975.6 74 18.12.3 25 mm dia nominal bore Metre 1080 467.75 505170 75 18.12.4 32 mm dia nominal bore Metre 649 540.3 350654.7 76 18.12.5 40 mm dia nominal bore Metre 6215 617.05 3834965.75 77 18.12.6 50 mm dia nominal bore Metre 896.7 762.15 683419.91 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 78 18.15.1 15 mm nominal bore Each 282 353.25 99616.5 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 79 18.17.2 32 mm nominal bore. Each 91 689.6 62753.6 80 18.17.3 40 mm nominal bore Each 106 826.1 87566.6 Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet 81 18.22.1 100 mm diameter Each 282 193.95 54693.9 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 154000 11 1694000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable 82 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 83 18.49.1 15 mm nominal bore Each 210 506.8 106428 BILASPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS 18.51 standards and weighing not less than 690 gms. 84 18.51.1 15 mm nominal bore Each 86 798.95 68709.7 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 85 18.53.1 15mm nominal bore Each 204 574.3 117157.2 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and fixing PTMT Ball cock of approved quality, colour and make complete 18.62 with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.4 40 mm nominal bore, 206mm long, weighing Each 720 737.2 530784 86 not less than 690 gms 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. 19.4 cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. (non modular) Each 208 2707.65 563191.2 87 bricks of class designation 7.5 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) 19.27 including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With common burnt clay F.P.S. (non modular) Each 150 5957.9 893685 88 bricks of class designation 7.5 20.0 PILE WORK 20.1S General Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load 20.3 not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 89 20.3.1 300 mm dia piles Metre 3740 3065.6 11465344 Extra over single under ream for providing additional bulbs in under reamed piles, under 20.4 specified diameter(only the nos. of extra bulbs are to be paid) 90 20.4.1 300 mm dia piles Each 800 2626.3 2101040 22.0 WATER PROOFING 22.1S General BILASPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge to required slope and treating 22.7 similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. "All above operations to be done in order and as directed and specified by the Engineer-in- Charge : 22.7.1 With average thickness of 120 mm and Sqm 1332 1684.6 2243887.2 91 minimum thickness at khurra as 65 mm. 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.1 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 92 23.1.1.1 300 mm dia Metre 461 707.75 326272.75 BILASPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.2 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 93 23.2.1.1 300 mm dia Metre 325 825.7 268352.5 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, 23.3 including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in- charge. 94 23.3.2 150 mm nominal size dia Metre 269 793.25 213384.25 Total 235796009.29

Item Breakup - B-CPWD -DSR-2023 connected with the above work covered under items of Chapter 9 only