SJMMSVY-UDP-88-2025-26 GRANT

CONSTRUCTION OF R.C.C. ROAD,DIVIDER AND STREETLIGHT WORK FROM OLD BUS STAND

TO NEW BUS STAND AT CHAKLASI NAGARPALIKA AREA AT CHAKLASI. UNDER SJMMSVY-UDP-

88-2025-26 GRANT

Description Quantity Unit Rate Amount

SCHEDULE-B1:-CONSTRUCTION OF R.C.C. ROAD FROM OLD BUS STAND TO NEW BUS STAND AT

CHAKLASI NAGARPALIKA AREA AT CHAKLASI.

1 Demolition including stacking of serviceable 370.00 Cu.M. 1030.81

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 148.00 Cu.M. 104.21

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engeenier-In-

Charge upto 50 mt. Lead.

3 Providing and laying cement concrete 1:3:6 ( 1: 148.00 Cu.M. 3005.76

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying spreading and compacting 148.00 Cu.M. 942.98

graded stone aggregate to wet mix macadam

mm thick as per MORT&H specification including

premixing the material with water at OMC in

mechanical mix plant, carriage of mixed ma anal

by tippers to site, laying in uniform layers with

paver in sub base/ base course on well prepared

surface End compacting with vibratory roller to

achieve the desire density.

5 Repairing Existing M.H. Chamber 25.00 Nos 1362.49

6 RCC precast M.H. Frame & Cover Manufacture, 25.00 Nos 2294.00

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or Flat,

curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Clearing and grubbing road land including 0.10 hectar 243574.02

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle = rate

is for 300mm we need 2100 mm

8 Providing and laying controlled cement concrete 222.00 Cu.M. 4235.01

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

of columns and Mass concrete.

9 Providing & Laying M,S,Side Rail of road thickness 1480.00 Sq.M. 140.11

with necessary nut bolt plates fixing as per width,

applying 4.50 kg / Sq.Mt. meatalic hardner

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

10 Supplying premoulded bituminous joint filter 12 44.40 Sq.M. 553.80

11 Providing TMT Bar FE 500D reinforcement for 6142.00 KG 76.22

R.C.C. work including bending, binding and placing

in position complete upto floor two level

12 Road marking with hot applied thermoplastic 129.60 Sq.M. 367.73

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied

glass beds as per IRC:35-2015. The finished

surface to be level, uniform and free from streaks

and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend

road shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking

should meet the performance criteria for night

time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC

35-2015. Warranty for the Retro reflectivity

should be two years.

13 Cat Eye / Road Stud / RPM: Supplying Raised 636.00 No. 217.41

Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with

Micro prismatic lens (No Glass bead lens) capable

of providing total internal reflection of the light

entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications of

Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06.

The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for

easy and accurate placement and application with

epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

14 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Net Total B1 :-

SCHEDULE-B2:-CONSTRUCTION OF DIVIDER FROM OLD BUS STAND TO NEW BUS STAND AT CHAKLASI

NAGARPALIKA AREA AT CHAKLASI.

1 Demolition including stacking of serviceable 36.00 Cu.M. 1030.81

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Providing and fixing pre-cast concrete kerb stone 320.00 R.M. 808.71

of gray cement based concrete block 30cm

length,60cm height and 22.5cm thick (15 cm top,

30 cm bottom) of M200 grade concret as per

approved design and including excavation for

fixing in proper line and level,filling the joint with

C:M 1:3 (1cement:3fine sand) etc complete.

3 Finishing wall with water proofing cement paint of 192.00 Sq.M. 60.45

on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape

even shade after thoroughly brushing the surface

to remove all dirt and remains of loose powered

Extra over item for every subsequent coat of

finishing with cement paint on ceiling and sloping

4 Filling in foundation and plinth with murrum or 108.00 Cu.M. 282.03

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc.

5 Providing and Displaying Ficus reginold well 16.00 Each 380.98

developed fresh & healthy foliage 60 to 75 cm

spread 105 to 120 cm ht., Bushy in 35 cm Cement

Pot as per direction of the officer-in-charge.

6 Providing and stacking of Azadirachta indica ( 16.00 Each 65.65

Neem ) of height 120-130cm in big polybag of size

25 cm as per direction of the officer-in-charge.

7 Providing and displaying of Areca Palm having ht. 16.00 Each 598.38

2.40 m to 2.70 m with 12 to 14 suckers, well

developed, fresh and healthy with lush green

foliage in 35 cm size of Bucket type cement pots &

as per direction of the officer-in-charge.

8 Providing and fixing M.S. grills of required pattern 7200.00 Kg. 101.18

to wooden frames of windows etc. with M.S. flats

at required spacings and frame alround, square or

round bars with round headed bolts and nuts or

by screws (A) Plain Grill.

9 Painting two coats (including priming coat) on 432.00 SQ.MT 100.48

new steel and other metal surface with synthetic

enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and

other foreign matter.

Net Total B2 :-

SCHEDULE-B3:-SUPPLYING & ERECTION OF LED STREET LIGHT WITH POLE FROM OLD BUS STAND TO

NEW BUS STAND AT CHAKLASI NAGARPALIKA AREA AT CHAKLASI.

1 Making trench in soft soil of suitable width of 90 160.00 R.Mt. 55.55

cm deep for laying cable or locating the fault all

over the run and back filling the same and making

the surface as normal ground.

2 Drilling the road without breaking the road 30.00 R.Mt. 492.88

surface (Asphalt) for laying of cable for feeding

power supply by making up to following size of

holes at both ends complete.

(A) Up to 100 mm bore dia

3 Supplying and erecting approved make Conical 8.00 Each. 14782.36

Pole (Standard ) Made from HR sheet steel. The

pole should be made as per IS. and shall be coated

with hot dip galvanizing as per IS

2629/2633/4759 with required base plate and

integral Junction box consist of terminal plate of

min 6mm Hylam sheet, standard profile

35mmX7.5mm Din-Rail for MCB Mounting, stud

type terminal and arrangement for cable

terminationas erected on suitable foundation

(included) with necessary GI nut-bolts/J-Bolts. as

per details given by manufacturer considering site

requirement.The length of poles are as below.

(G) 9 Mtr. Long 65mm Top X200 mm bottom dia,

4 Supplying and erecting street light pole bracket 8.00 Each. 1122.11

comprising main B Class MS pipe of

cm/require outside dia. complete with suitable B

Class M.S. sleeve tubing of approx. 45cms.length

and suitable for 76.5mm/80mm or require size

pole top having sufficient fastners for fixing the

brackets and having suitable rise as per site

condition as directed and spread of 2 mtr.with

suitable welded stiffener reducer and with lock

nut complete painted with one coat of Red oxide /

PU base primer and two coats of Aluminium / PU

paint. Suitable for side entry fitting brackets of

following nos of arms.

(B) Double Arm Bracket 2 Mtr.

5 Providing 1:2:4 cement concrete foundation & 70 8.00 Each. 1652.36

% PCC from bottom including excavation for the

pole of size 60 x 60 x 150 cm. Deep in below

ground level with plinth of 45 cm x 45 cm(or

cm dia x 45 cm) high upper ground level with

necessary curing and finishing in approved

( for 9 & 10 mtr pole)

6 Supplying and erecting LED street light / Flood 16.00 Each. 5976.17

light fittings with High power White LEDs wattage

of 3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free

High pressure die cast aluminum housing with

smooth finish powder coated and heat sink

extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened

glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than

5700K,Uniformity ratio >0.45, Luminaire efficacy>

100 lumens/watt . LED driver efficiency > 85 %.(

fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The

Engineer incharge may select any wattage

capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV

integral and ,Light must have 440VAC line supply

with over-voltage protection.

(iii) Above 60 to 90 watts

7 providing and erecting Miniature circuit breaker 16.00 Each. 270.68

single pole 0.5A to 2A system and having breaking

capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark

8 Supplying and erecting Flexible PVC insulated 160.00 R.Mt. 31.31

multi strand multi core 1.1 kv grade ISI marked

copper wires of following size to be erected as

(d) 1.50 Sq.mm 2 core round PVC sheathed

9 Providing and erecting XLPE(IS:7098)(I)-88 ISI 206.00 R.Mt. 676.70

armoured cable multistrand Copper conductor

for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe at road

crossing or floor of following size of cables.

(A) 4 core 10 Sq. mm

10 Providing & laying approved make Double walled 206.00 Rmt. 62.62

corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same

material at required depth in existing trench for

laying of cable. below ground / road surface for

enclosing cable

(A)50 mm outer dia

11 Providing and, fixing heavy duty flange type brass 19.00 Each. 38.38

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables.

(C) 2 to 4 core 10 Sq. mm

12 Supplying & erecting approved make IP 55 grade 1.00 Each. 12399.77

Company fabricated Timer Panel of following

capacity for switch On-Off street lights on time

scheduling basis made from 16G CRCA sheet duly

epoxy power painted inside and outside with

hinged doors and locking arrangement consisting

of suitable size of 4 Pole MCB and 4 pole contactor

(cat-III)with analog time switch, auto manual

switch of same make and suitable input and

output Bakelite terminals and with door earthing

approved by Engineer in charge.

13 Pipe type earthing having 150 cms.long and 2.5 4.00 Each. 368.65

cms. dia. galvanised iron pipe with coupling and

buch buried in specially prepared earth pit

complete with necessary 8 SWG earth wire.

14 For using salt and charcoal / coke as required for 4.00 Each. 171.70

pipe type earthing.

15 Providing and erecting HOT deep Galvanised iron 4.80 Kgs. 77.77

strip wire 8 to 16 SWG.

16 Supplying & erecting funnel type earthing having 1.00 Each. 2568.43

earth plate of following size burred in specifically

prepared earth pit 3 mtr. below ground with

kg. charcoal and salt with alternate layers of

charcoal & salt, 20mm.dia. G.I. pipe with Funnel

with a wire mesh for watering & bricks masonry

block, C.I. Cover complete as per para 7.3 of IS

3043 with necessary length of double Galvanised

Iron / copper earth wire No 6 SWG bolted with lug

to the plate and covered in 12 mm dia. G.I. pipe

2.5 mtr long complete connected to the nearest

switch gear with end socket as per direction &

duly tested by earth tester confirming to IS (As per

drawing) with following specification

(B) With 45 x 45 x 0.35 cms. C.I. earth plate

17 Solderless crimping type Aluminium lugs 95.00 Each. 13.13

conforming to IS suitable for cable of following

size evenly crimped with high pressure tool &

connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved

Net Total B3 :-

Net Total B1 to B3 :-