TENDER FOR CONSTRUCTION AND MAINTENANCE WITH REPAIRING OF BUILDING AND ROAD WORK IN VARIOUS AREA OF UMRETH UNDER NAGARPALIKA SELF FUND OF YEAR 2026-27. (ANNUAL RATE CONTRACT)

Sr.No Description Rate Amount (in

Quantity (Incl. GST) Unit Rs.)

1.) Demolition including stacking of serviceable

materials and disposal of unserviceable

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

* Demolition RCC Work 1.00 1071.63 Cu.mt

2.) Demolition and disposal of unserviceable

materials with all lead and lift. (i) Lime

* Demolition Lime Concrete 1.00 616.85 Cu.mt

3.) Demolition of Brick work and stone masonry

including stacking of serviceable materials and disposal

of unserviceable materials with all lead and lift. (ii) In

* Demolition Brick Work 1.00 557.32 Cu.mt

4.) Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and

depositing on the road side slope as directed up to all

* Box cutting the road 1.00 108.330 Cu.mt

5.) Dismantling tiled of stone floors laid in mortar

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

* Dismantling tiled of stone floors 1.00 48.63 Sq.mt.

6.) Excavation for foundation up to 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff up to

(a) Loose or soft soil 1.00 196.80 Cu.mt

(b) Dens or Hard Soil 1.00 251.37 Cu.mt

(C) Hard Murrum 1.00 428.33 Cu.mt

7.) Providing and laying cement concrete 1:4:8 (1:

Cement: 4- Coarse Sand: 8- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

8.) Providing and laying cement concrete 1:3:6 (1-

Cement: 3- coarse sand: 6- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation and Plinth

SBD SECTION-7 BILL OF QUANTITIES-220

9.) Providing and laying compacted 100 mm thick Hand

Broken B.T. Metalling (25 to 90 mm size) using Stone

screening 13.2 mm of 0.16 Cmt./10 Smt. and

Cmt./10 Smt., Stone Dust including spreading in

uniform layer, watering and consolidation by vibratory

roller achived the desired density, as per clause.404 of

M.O.R.T. & H. specification etc. complete.

10.) Providing and laying controlled cement

concrete M.200 and curing complete excluding the

cost of formwork and reinforcement for

reinforced concrete work in

* (A) Foundations, footings, Base or columns and Mass

concrete 1.00 4011.78 Cu.mt

* (B) Walls, from top of foundation level upto floor

two level 1.00 4558.33 Cu.mt

(C)Slabs, landing, shelves, Balconis, Lintels, Beams,

* Girders and Cantilever up to floor two level.

* (D) Columns, Pillars posts and struts up to floor two

level. 1.00 4636.33 Cu.mt

11.) Providing and laying controlled cement

concrete 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.

* (A) Foundations, footings, Base or columns and Mass

concrete 1.00 4302.69 Cu.mt

* (B) Walls, from top of foundation level upto floor

two level 1.00 4609.83 Cu.mt

(C) Slabs, landing, shelves, Balconis, Lintels,

* Beams, Girders and Cantilever up to floor two level.

(D) Columns, Pillars posts and struts up to floor two

level. 1.00 4687.83 Cu.mt

12.) Providing TMT Bar FE 500D reinforcement for

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

in position complete up to floor two level 1.00 76.52 Kg.

13.) Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

14.) Providing Formwork of ordinary timber

planking so as to give a rough finish including

cantering shuttering strutting and propping etc. Height

of propping and cantering below supporting

floor to ceiling not exceeding 4 M. and removal of

the same for in situ reinforced concrete and plain

concrete work in.

* (A) Foundations Footings Bases of Columns etc. and

Mass concrete. 1.00 180.26 Sq.mt

* (B) Flat surfaces such as soffits of suspended floor

roof slabs Landing sand the like. (1) Floors etc. above

200mm in thickness. 1.00 262.95 Sq.mt

SBD SECTION-7 BILL OF QUANTITIES-221

* (C) Vertical surface such as walls (any thickness)

partitions and the like including attached

buttresses & string course & the like. 1.00 241.45 Sq.mt

* (G) Columns, pillars posts and struts Square,

Rectangular, Polygonal in plan 1.00 312.56 Sq.mt

* (H) Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth. 1.00 203.42 Sq.mt

15.) Providing & Laying M.S. Side rail of road

thickness with necessary nut bolt plates, fixing as per

width, applying plates vibrator, electric or diesel on

channel comp. with V.D. system (trimix) by using

the necessary equipment’s 7 material & machinery

such as running screed vibretor on prelaid M.S.

channel for levelling vaccum Pumps, flouting etc.

* Trimix Process 1.00 100.00 Sq.mt.

16.) Labour charges for concreting with vacume dewatering

Technique (Trimix or equivalent type) including

loading, unloading, carting, companing complete with

"C" channelas as per requirement and labour charges

on directed by Engineer-in-charge.

17.) Supplying promoulded bituminous joint filler.

* Joints Filler 1.00 548.31 Sq.mt

18.) Renovation of manhole by increasing the height at top

including cost of excavation, refitting of C. I. manhole

frame and cover curing etc. complete incl. all carting

and providing of materials which is required for the

purpose (except manhole frame and cover) For all type

manhole by providing RCC 1:2:4 Partition walls with

required reinforcement 25 cm thick and circular

opening with 500mm clear dia and 0.40 mt. av. ht.

* Raising Manholes 1.00 3880.10 No.

19.) RCC precast M.H. Frame & Cover

Manufacture, 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 mould work etc. Heavy duty (1.) Frame

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

for 50cm opening of MH

RCC precast M.H. Frame 1.00 1121.00 No.

* RCC precast Cover 1.00 1173.00 No.

20.) Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg. /Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1-

Cement: 5 -fine sand)(B) Conventional (up to

* Brick work 1.00 4203.06 Cu.mt

SBD SECTION-7 BILL OF QUANTITIES-222

21 Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

interior plastering up to floor two level and finished

even and smooth in

(ii) Cement mortar 1:4 (1-cement :4-sand)

* 15mm thick cement plaster 1.00 180.26 Sq.mt.

22 Providing 20mm thick cement plaster in single coat on

single or half brick walls for interior plastering up to

floor two level and finished even

and smooth in (i) Cement mortar 1:3 (1-

cement:3- sand)

* 20mm thick sand faced cement plaster 1.00 259.64 Sq.mt.

23 Providing and fixing 35 mm thick shutters for

Doors, windows and clearstory windows

including black enamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (i) Fully

* Doors, windows 1.00 4060.46 Sq.mt.

24 Applying two coats of putty & two coats of primer

of approved brand and manufacture on new wall

surface to give an even shade including thoroughly

brushing the surface free from mortar dropping

and other foreign matter and sand papered smooth.

* Two coats of putty 1.00 40.19 Sq.mt.

25 White washing with lime on wall surface (two

coats) to give an even shade including

thoroughly booming the surface to remove all dirt,

dust; mortar drops and other foreign

* Priming coat 1.00 12.57 Sq.mt.

26 Distempering with dry distemper of approved brand

and manufacture (two coats) and of required

shade on wall surfaces of given an even shade, over

and including a priming coat of whiting after

thoroughly brooming the surface free from mortar

dropping and other foreign

* dry distemper 1.00 49.29 Sq.mt.

27 Wall painting (two coats) with plastic emulsion paint

of approved brand and manufacture on undecorated

wall surface to give an even shade including

thoroughly brushing the surface free from mortar

droppings and other foreign matter and sand papered

* Exterior emulsion paint 1.00 82.03 Sq.mt.

28 Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (A)

In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross

beams. Hip and jack rafters, purlins connected to

rafters and the like

* Steel work 1.00 9018.0 quint

SBD SECTION-7 BILL OF QUANTITIES-223

29 Preparing surface by Brushing with wire

brushes for removing caked mud etc. sweeping with

brooms and finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc. (i) Water bound

macadam surface (New) 1.00 29.44 Sq.mt.

30 Providing and laying compacted 100 mm thick Hand

Broken B.T. Metalling (25 to 90 mm size) using Stone

screening 13.2 mm of 0.16 Cmt./10 Smt. and

Cmt./10 Smt., Stone Dust including spreading in

uniform layer, watering and consolidation by vibratory

roller achived the desired density, as per clause.404 of

M.O.R.T. & H. specification etc. complete.

31 Providing and laying compacted B.T. Metalling (45 to

63 mm size) using Stone screening 13.2 mm of

Cmt./10 Smt. and 0.08 Cmt./10 Smt., Stone Dust

including spreading in uniform layer, watering and

consolidation by vibratory roller achived the desired

density, as per clause.404 of M.O.R.T. & H. specification

32 Providing, Laying, spreading and compacting graded

stone aggregates 100 mm compacted thick wet mix

macadam [using B.T. M.C. aggregates - 22.4 to 53 mm

(27.5%), Stone dust below 2.36 mm size (22.5%) -

times loose volume / Cmt. of compacted volume], as

per M.O.R.T. & H. specification including premixing the

material with water at OMC in mechanical mix plant,

carriage of mixed material by tippers to site, laying in

uniform layers with paver / mortar grader in sub base

/ base course on well prepared surface and compacting Cu.mt

with vibratory roller to achieve the desired density. 1.00 1119.02 .

33 Providing and laying 50 mm thick Bituminous

Macadam with B.T. aggregate as per M.O.R.T. & H.

specification and asphalt Grade: V.G.-30 (60/70) for

tack coat @ 2.50 KG. / 10 Sq.m. with mechanical

sprayer and asphalt Grade: V.G.-30 (60/70) for mixing

@ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix

including heating and mixing the aggregate and asphalt

in Drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller,

including providing all materials equipments, tools and

plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery Drum mix

plant and paver finisher etc. complete. 1.00 3573.37 M.T.

SBD SECTION-7 BILL OF QUANTITIES-224

34 Providing and laying 25 mm thick Semi Dense

Bituminous Concrete with B.T. aggregate as per

M.O.R.T. & H. gradation, asphalt Grade: VG-30 (60/70)

for mixing @ 50.00 KG. / M.T. i.e. 5.0% by weight of

total mix including heating and mixing the aggregate

and asphalt by continuous batching of drum mix plant

and spreading the same by paver finisher and

consolidation with vibratory roller, including providing

all materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using

contractor's own machineries drum mix plant and 1.00 4491.85 M.T.

35 paver finisher

Providing andetc. complete.

laying Bituminous Painting on B.T.

Surface with bitumen VG-30 at the rate of

Kg./10.00 Smt. by Mechanical Sprayer and spreading

flushing sand or stone dust on painting surface of the

road at the rate of 0.03 Cmt./10 Smt. with brooming

and rolling with PTR Roller. Rates including all cost of

sand/stone dust, equipment T & P firewood, oil,

kerosene, labour charges etc. complete by using

contractor's own machineries.

36 Filling, Foundation & Plinth with Murrum or

selected soil in layers of 20 cms thickness

including watering, ramming and consolidation etc Cu.mt

complete. 1.00 291.47 .

37 Carting of surplus earth. (2.0 Km. Lead) 1.00 61.86 Cu.mt

38 Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc.

39 Refitting of Existing Paver Block / Rough Stone on

Excavated Pipeline, Gas line, Water Supply Line,

Telephone Line, Drainage Line Etc. Including of

Lifting the theexsting stone paving work & make a

proper slope and camber for base supplying and

stacking local sand for bedding of 35 mm thick and

filling the joint with cement pointing in C.M. 1:4. all

meterials (Note : Only Paver Block / Rough Stone

supplied by Nagarpalika )

SBD SECTION-7 BILL OF QUANTITIES-225

40 Road marking with hot applied thermoplastic 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. 1.00 364.08 Smt

41 Supplying and fixing cat eye (Stimsonite) made out

from Acrilo beautile sterine injuction high compressed

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity

Add : 18% GST, Rs.

Total Amount Rs.

Total Amount Rs.

I / We am/are willing to carry out the work at _____________ % above / below (percent should be written in figure and in

words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

( In words ) __________________________________________ Percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

*( Please strike out whichever is not applicable)

All work shall be carried out as per Public Works Department Hand Book and other specifications of Division or as

Note :1 directed.

Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good

Note :2 for work under.

Note :3 I/ We have read the conditions mentioned in this tender and agree to abide by the same.

Seal & Signature of Contractor President Chief Officer

Umerth Nagarpalika Umerth Nagarpalika

SBD SECTION-7 BILL OF QUANTITIES-226