Annual Rate of Construction Department Repairing and New Work (Year–2026-27) (One Work Will have to be done up to a Limit of Rs. 5.00 Lakh) And Road Resurfacing Grant Road Work (This Work Amount of Under Government Approval)

NAME OF WORK:- ANNUAL RATE OF CONSTRUCTION DEPARTMENT REPAIRING AND NEW WORK (One

work will have to be done up to a limit of Rs. 5.00 Lakh) and Road Resurfacing Grant

Road Work (This Work Amount of Under Government Approval

LOCATION:- VARIOUS AREA OF BABRA TOWN

Item Description UNIT Tender Rate

1 Excavation for foundation up to 1.5 M Depth including sorting out and

stacking of useful materials and disposing of the excavated stuff up to all

1.1 (A) Loose or soft soil Cum

1.2 (B) Dense of Hard soil Cum

1.3 (C) Hard murrum Cum

1.4 (D) Soft rock not requiring blasting Cum

1.5 (E) Hard Rock Cum

2 Filling available excavated earth,(Ecluding rock in trenches plinth, sides of

foundation etc.)in layer not exceeding 20 cm, in depth consolidating each

depo sited layer by ramming and watering. Cum

3 Filling in plinth with sand under floors including watering remming

consolidating and dressing etc. complete. Cum

4 Filling in foundation and plinth with murrum or selected soil in layers of

cm. thickness including wetering remming and consolidating

etc,complete. Cum

5 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :

Machine cut stone aggregate 40mm nominal size) and curring complete

including cost of formwork in (a) Foundation and plinth Cum

6 Providing and laying cement concrete 1:4:8 (1 cement, :4 coarse sand, :

8 Machine Cut stone aggregate 40 mm norminal size) and curring

complete including cost of form work (A) Foundation and plinth. Cum

7 Providing and laying cement concrete 1:3:6 (1 cement, :3 coarse sand, :

6 crushed stone aggregate 20 mm norminal size) and curring complete

including cost of form work in (A) Wall caps / coping.

8 Providing and laying cement concrete 1:5:10 (1 cement, :5 coarse sand, :

10 machin Cut stone aggregate 40 mm norminal size) and curring

complete including cost of form work in (A) Foundation and plinth.

9 Providing and laying cement concrete 1:2:4 (1-Cement: 2-Coarse sand: 4-

graded stone aggregates 20mm nominal size) and curing complete

excluding cost of formwork in

9.1 (A) Foundation and Plinth Cum

9.2 (B)Independent piers, columns, and pillars, upto floor two level

10 Providing and laying cement concrete work 1:2:4 (1 cement, 2 coarse

sand, : 4 graded stone aggregate 20 mm nominal size) and curring

complete including cost of form work and reinforcement for reinforced

concrete wrok in. (A) Foundation footings,base of columns and mass

11 Providing and laying cement concrete 1:2:4 (1 cement, :2 coarse sand, ;

graded stone aggregate 20mm nominal size) for reinforced concrete

chajjah not exceeding 10 CM thickness up to floor two level including

finishing the exposed surface with cement mortar 1:3 (1 cement,:3 fine

sand) to give a smooth and even surface centering and formwork and

curing complete excluding cost of rein forcement. Cum

12 Providing Mild Steel reinfircement for R.C.C. work including bending

binding, and placing in position complete upto floor two level. Kg

13 Providing throating or plaster dripand moulding to R.C.C. chajja Meter

Item Description UNIT Tender Rate

14 Providing up to floor two level precast cement concrete jali or grill 1:2:4

Mix (1 cement,: 2 coarse sand,:4 Graded stone aggregate 6mm nominal

size) reinforced with 1.6mm Dia mild steel wire including roughening

cleaning fixing and finishing in cement mortar 1:3 and curing complete.

14.1 (1) 50mm thick Sqmt.

14.2 (2) 40mm thick Sqmt.

14.3 (3) 25mm thick Sqmt.

14.4 (4) 75mm thick Sqmt.

14.5 (5) 100mm thick Sqmt.

15 Providing upto floor two level precast cement concrete jali or grill 1:2:4

mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm

nominal size) reinforced with 1.6 mm dia. Mild steel wire including

roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing

15.1 (A) 50 MM Sqmt.

15.2 (B) 40MM Sqmt.

15.3 © 25MM Sqmt.

15.4 (D) 75 MM Sqmt.

15.5 (E) 100 MM Sqmt.

16 Providing precast cement concrete Window Frame in 1:2:4 Mix (1

cement, : 2 coarse sand, :4 Graded stone aggregate 6 mm nominal size)

reinforced with 1.6 mm Dia mild steel wire and M.S. Grill of 10mm dia

Square bar with design in lessthan 10cm distance in vertical bar including

roughening cleaning fixing and finishing in wall in cement mortar 1:3 and

curing complete. Sqmt.

17 Extra for providing and mixing water proofing material in cement concrete In liters or Kg

mix proporions recommended by the manufacturers. per quintal of

18 Providing and laying controlled cement concrete M.-150 and curing

complete excluding the cost of form work and reainforcement for

reainforced concrete work in.

18.1 (A) Foundation footing base of columns and mass concrete (5023aa)

18.2 (B) Wall from top of foundation level up to floor level Cum

18.3 (C) Slabs, Landing,Shelves,Balconies Lintels, Breans Girders and

canti level up to floor two level Cum

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

18.5 (E) Staircase up to floor two level Cum

18.6 (K) Vertical and Horizontal fins up to floor two level Cum

19 Providing and laying controlled cement concrete M.-200 and curing

complete including the cost of form work but excluding reainforcement for

reainforced concrete work in.

19.1 (A) Foundation footing base of columns and mass concrete Cum

19.2 (B) Wall from top of foundation level up to floor level Cum

19.3 (C) Slabs, Landing,Shelves,Balconies Lintels, Breans Girders and

canti level up to floor two level Cum

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

19.5 (E) Staircase up to floor two level Cum

19.6 (K) Vertical and Horizontal fins up to floor two level Cum

20 Providing and laying ordinary cement concrete 1:2:4 (1 cement , :2

coarse sand 4graded stone aggregate 20 mm nominal size) and finishing

and smooth with curing etc. complete including the cost of form work but

excluding the cost of reinforcement for R.C.C. work in.

20.1 (i) Slabs up to 8 Cm thickness Cum

20.2 (ii) Slabs having more than 8 Cm, and up to 10 Cm. thickness Cum

20.3 (iii) Slab having more than 10 Cm.and up to 13 Cm. thickness Cum

20.4 (iv) Slab having more than 13 Cm. and up to 15 Cm. thickness Cum

Item Description UNIT Tender Rate

21 Providing and laying ordinary cement concrete 1:2:4 (1 cement, :

coarse sand, ;4 greded stone aggregate 20mm nominal size) for R.C.C

lintel including finishing smooth with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement.

22 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of formwork

but excluding the cost of reinforcement for R.C.C work in

22.1 (A) BEAMS :

22.1.1 (i) Having cross-section area 0.05 to 0.08 Sqm Cum

22.1.2 (ii) Having cross-sectional area more than 0.08Sqm. and up to 0.12 Sqm Cum

22.1.3 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

22.2 (B) COLUMNS

22.2.1 (i) Having cross-section area 0.05 to 0.08 Sqm Cum

22.2.2 (ii) Having cross-sectional area more than 0.08 Sqm. and up to 0.12 Sqm

22.2.3 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

23 Providing and laying controlled cement concrete M-150 exposed work

with curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in

23.1.1 (i) Having cross-section area 0.05 to 0.08Sqm Cum

23.1.2 (ii) Having cross-sectional area more than 0.08 Sqm. and up to 0.12 Sqm

23.1.3 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

23.2 (B) COLUMNS

23.2.1 (i) Having cross-section area 0.05 to 0.08 Sqm Cum

23.2.2 (ii) Having cross-sectional area more than 0.08Sqm. and up to 0.12 Sqm Cum

23.2.3 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

24 Providing and laying controlled cement concrete M-200 exposed work

with curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in

24.1.1 (i) Having cross-section area 0.05 to 0.08 Sqm Cum

24.1.2 (ii) Having cross-sectional area more than 0.08Sqm. and up to 0.12 Sqm Cum

24.2 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

24.2 (B) COLUMNS

24.2.1 (i) Having cross-section area 0.05 to 0.08 Sqm Cum

24.2.2 (ii) Having cross-sectional area more than 0.08Sqm. and up to 0.12 Sqm Cum

24.2.3 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

25 Providing and laying controlled cement concrete M-250 exposed work

with curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in

25.1.1 (i) Having cross-section area 0.05 to 0.08 Sqm Cum

25.1.2 (ii) Having cross-sectional area more than 0.08 Sqm. and up to 0.12 Sqm

25.1.3 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

25.2 (B) COLUMNS

25.2.1 (i) Having cross-section area 0.05 to 0.08 Sqm Cum

25.2.2 (ii) Having cross-sectional area more than 0.08 Sqm. and up to 0.12 Sqm

25.2.3 (iii) Having cross sectional area more than 0.12 Sqm up to 0.18 Sqm Cum

26 Extra rate for using polyester fiber (12mm) with triangular of equivalent

cross section with specific gravity 1.35 to 1.40 (as a secondary 1Packet of

reinforcement) in concrete of any grade at the rate of 125 gms per 50 kg 125gms

of Cement consumption.

Item Description UNIT Tender Rate

27 Brick work using burnt clay building brick having crushing strength not

less than 35 Kg./Sq.cm in foundation and plinth in cement mortar 1:6 (1

Cement, :6 fine sand )

27.1 (A) Modular Cum

27.2 (B) Conventional Cum

28 Extra for brick work in superstructure above plinth level up to floor two

28.1 (A) Modular Cum

28.2 (B) Conventional Cum

29 (i) Half brick masonary in common burnt clay building brick having

crushing strength not less than 35 Kg.Sq.cm in cement mortar 1:4 (1

cement ,:4 coarse sand) in foundation and plinth

29.1 (A) Modular Sqmt.

29.2 (B) Conventional Sqmt.

30 (i) Uncoursed rubble masonary with hard stone of approved quality in

foundation and plinth in cement mortar 1:6 (1 cement, :6 coarse sand)

Including levelling up etc.complete Cum

31 White sotne bela masonary work in partition wall upto 15 Cm thickness in

cement mortar 1:4 (1 cement, ;4 coarse sand. Sqmt.

32 Precast concrete block masonary (Including quion block, jamb block,

closer etc)with solid concrete blocks of approved size made of cement

concrete 1:3:6 mix (1 cement, ;3 coarse sand, ;6 graded stone aggregate

20 mm and downgauge)in foundation and plinth in cement mortar 1:6.

33 Extra of masonary work with precast concrete block in superstructure

above plinth up to floor two level Cum

34 Precast concrete block masonry in partition walls 10 cm. thick with

solid block of approved size (including quion blocks Jamb blocks closer

etc.) made of C.C.1:3:6 (1- Cement: 3-coarse sand: 6 graded stone

aggregates 20 mm and down grade) (A) in C.M. 1:4. Sqmt.

35 Providing and laying hollow block masonry 90 mm thick using hollow

concrete blocks IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4

laying in perfect line level and plinth preparing grading the joints incl.

the cost of scaffolding and curing etc. (A) Block masonry in 1:1:8

cement lime mortar Sqmt.

37 Providing formwork of ordinary timber plabkings so as to give a rough

finish including centring shuttering struting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding 4m

and removel of the same for cast in sity reinforced concrete and plain

concrete work in.

37.1 (A) Foundation, footings, base of column etc. and mass concrete

37.2 (B) Flat surfaces such as soffits of supspened floors slabs Landings

37.2.1 [1] Floor etc. up to 200 mm in thickness Sqmt.

37.2.2 [2] Floor etc. above to 200 mm in thickness Sqmt.

37.3 (C) Vertical surface such as walls (any thickness) partitions and the

like including attached buttresses & string course & the like.

37.4 (G) Columns, pillars post and strusts

37.4.1 [1] Squa rerectangular polygonalin plam Sqmt.

37.4.2 [2] Circular or curved in plan Sqmt.

37.5.1 [1] Sides and soffits of beams, beam haunchings, cantilever, girders

bressumers and lintel not exceeding 1 m in depth Sqmt.

37.5.2 [2] Sides and soffits of beams, beam haunchings, cantilever, girders

bressumers and lintel not exceeding 1 m in depth Sqmt.

Item Description UNIT Tender Rate

37.6 (I) Edges of slabs and breaks in floor and wall Sqmt.

37.7 (K) Small surface such as cantilever ends brackets and ends of

staps caps and base to pliasters and columns and the like Sqmt.

37.8 (L) Chullah hoods weather shades chajjas corbles etc. including

37.9 (M) Staircases with sloping or stepped soffits including risers and

stringer excluding landing. Sqmt.

38 Providing wood work in frams of doors windows, clerestory windows and

other similar works wrought framed and fixed in position.(A) Indian teak

39 Providing wood work in trusses, purlins, rafters. Wall plates and the like

wrought framed, hoisted and fixed in position. (A) Indian teak wood

40 Providing wood work in frames of false ceiling partitions etc. swan and put

up in position (A) Indian teak wood Cu.Dm.

41 Providing and fixing flush door shutters solid core constructions with

frame of first class hardwood with crossband and face veneer or plywood

face panels including anodised alluminium butt hinges eith necessary

screws. (B) Non-decorative type and block board core anodised

aluminium butt hinges in flush door shutter: (2) 35mm thick Sqmt.

42 Extra for using bright finished m.s. piano hinges of (a) nicket piano hinges

43 Providing and fixing M.S.Grills required pattarn to wooden frames

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)

43.1 (B) Omamental grill Kg

44 Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE SIDE

PRELAM PANEL PVC DOOR SHUTTER consisting of frame made out

of M.S. tubes of 19 gauge thckness and size of 19mm x 19mm for stiles,

and 15mm x 5mm for top and bottom rails. The M.s. frame shall have

coat of steel primers of approved makde and manufacture. The M.S.

frame shall be covered with 5mm thick heat moulded single side prelim

PVC ‘C’ channel of size 30 x 50mm to form stiles and 5mm thick and

75mm wide single side prelim PVC sheets shallbe for the top, bttom and

lock rails. Paneling of 5mm thick one side prelim sheet to be fitted in the

M.S. frame and sealed to the front (Prelam side) stiles and rails (which

should have a 5mm 45 degree bent portion as beading) and attached to

the back (white/lvory) stiles and rails (which should have a 10mm

degree bent portion as beading) using 2 nos. 15mm wide x 5mm thick

PVC sheet beading inside the 9 degree bent beading. All stiles, rails and

beading to be joined to the panel using solvent cement.An additional

5mm thick PVC strip of 20mm width is to be struck on the interior side of Sqmt

Item Description UNIT Tender Rate

45 Providong and fixing 30mm thick solid both side prelaminated panel PVC

Doors shutter consosting of frame made out of M.S. tubes of 19 gauge

(…..16mm) thicknees and size of 19mm x 19mm for stiles & bottom rails

M.S. frame shall have a cost of steel primers of approved make and

manufactures M.S. frame shall be covered with 5mm thick heat moulded

prelaminated P.V.C. 'C' channels of size 30mm thicknnees, 70mm width

out of which 50mm shall be tapered in 45' angle on either side forming

sties and forming stiles and 5mm thick 95mm wide prelaminated PVC

sheets out of which 75mm shall be flat and 20mm shall be tapered in 45'

on the inner side to form top and bottom rail 115mm wide prelaminated

PVC sheet out of which 75mm shall be flat and 20mm shall be tappered

on both side (5mm x 2) thick 20mm wide cross PVC sheet as gap insert

for top rail and bottom rail panelling of 5mm thick both side prelam PVC

sheet to be fitted in the M.S. frame welded/ sealed to the stiles and rails

with 7mm (5mm x 2mm) thick x 15mm wide PVC sheet besiding an inner

jointed togethe with solvent cement adhesive etc.An additional 5mm thick

PVC strip of 20mm width is to be strack on the interior side of the 'C'

channel using PVC solvent adhesive and anodized allunminium fixtures

and fastening asper detail deawing etccomplete as per direction of

Engenner-in-charge Sqmt

46 the M.S. frame shall be covered with 5mm thick heat moulded single

prelaminated PVC 'C' channels of size 30 x 50mm to form stiles 5mm

thick & 75mm wide single prelaminated PVC sheets shall be for the top

bottom & lock rails panelling of 5mm thick one side prelaminated sheet to

be fitted in the M.S. frame & sealed to the front (prelam side) sriles and

rails (which should have a 5mm 45' bent poirion as beading) and attached

to the back (white/lvory) stiles and rails (which should have a 10mm 90'

bent portion as beading) using 2 Nos. 15mm wide x 5mm thick PVC

sheet beading inside the 90' bent beading all stiles rails and beading to be

jointed to the panel using solvent cement etc. an additional 5mm thick

PVC strip of 20mm width is to be struck on the interior side of the 'C'

channel using solvent adhesive and 10mm (5mm x 2) thick 20mm wide

cross PVC sheet to be fitted as gap insert for top & bottom rail and

anodized alluminium fixtures & fastening as per detail deawing complete

as per directed by Enginner-in-charge

Item Description UNIT Tender Rate

47 Providing and fixing 30mm thick fully glazed soild PVC doors shutter

consisting consisting of frame made out of M.S. tubes of 19 gauge

(1.016mm) thickness and size of 19mm x 19mm for styles for style and

15mm x 15mm for top lock and bottom rails M.S. frame shall have a coat

of steel primers of approved make and manufactures. The M.S. frame

shall be covered with 5mm thick hect moulded PVC "C" channels of size

75mm x 30mm x 50mm out of which 10mm shall be bent at 90' towards

inner side on front face of the door forming stiles for top rail and bottom

rail M.S. frame shall be covered with 5mm thick 10mm wide PVC sheet

out of which 10mm shall be bent at 90' towards inner side on front facc of

the door M.S. frame at lock rail shall be covered with 125mm wide PVC

sheet out of which 10mm on the edges shall be bent at 90' on front face

of the door and 75mm wide PVC sheet shall cover the M.S. frame at top,

lock and bottom tail on back side of door 5mm thick 20mm wide cross

PVC sheet as gap insecrt for top and bottom rail PVC Sheet beading of

15mm thick (5mm x 3) 15mm wide to be struck internally with so

adhesive in the clear space available between the stiles and rails and

fixed between PVC sheet of stiles and rails bent at 90' on front face and

15mm and 10mm 'L' shape cuter beading nailed on stiles and rails at the

back side so that 'L' shape PVC beading can be removed when required

for replacement of broken glass and anodixed alluminium fixturces and

fastening as per detail deawing etc. complete as per direction of Enginner-

48 Providing and fixing 30mm thick wire gauged solid PVC Doors shutter

consisting of frame made out of M.S. tubes of 19 gauge (1.016mm)

thickness and size of 19mm x 19mm for style and 15mm x 15mm for top

lock and bottom rails M.S. frame shall have a coat of steel primers of

approved make and manufactures 19mm x 19mm size squre tubes shall

be recovered with 5mm thick heat moulded PVC "C" channel of size

30mm thickness 90mm width out of which 75mm shall be flat and 15mm

shall be bent in 90' angle on either side forming stiles and 5mm thick

115mm wide PVC sheet out of which 100mm shall be flt and 15mm shall

be bent in 90' on the inner side to from top and bottom rail and 130mm

wide PVC sheet out of which 100mm shall be flat and 15mm shall be

bent in 90' on both side to from lock rail , 10mm (5mm x 2) thick 20mm

wide cross PVC sheet as gap insert for top rail and bottom rail, panel will

be of G.I. wire gauge if 24gauge to be fitted in by "C" channel of size

10mm x 35mm on the either side in

the stiles and lock rail is sealed with 15mm x 15mm tube with G.I. wire

10mm (10mm x 2) thick PVC strip of 25mm width is to be such and screw

on both side of G.I. wire gauge interior at the top bottom and lock rail an

additional 5mm thcik PVC strip of 20mm width is be struck on the interior

side of the "C" channel using PVC solvent cement adhesive and anodized

alluminum fixtures and fastening as per detail drawing etc complete as

per direction of Engineer-in-charge.

Item Description UNIT Tender Rate

49 Providing and fixing 35mm thick door shutter consisting of solid core

single leaf flus door of 30mm thickness, lipped with 15mm (5mm x 3)

thick x 30mm width width on stiles and top rails and 10mm (5mm x 2)

thick x 30mm width on other stiles and bottom rails. the inner laminated

with 2mm thck termite proof water proof and fire resisant moulded PVC

sheet with 2.4.6 raized pacl design in different plain and/ or perlaminated

colour on one side sfter routing the moulded design on Flush door & 2mm

plain and/or prelaminated PVC sheet on other side using rubber adhesive

on flush door and solvent cement adhrsive on the PVC lapping and

anodized all. fixtures and fastening as per detail drawing etc. complete as

per direction of Engineer-in Charge.

50 Providing and fixing 30mm thick moulded door shutter wood free

consisting of frame made out of M.S. tube of 19 gauge (1.016mm)

thickness and size of 25mm x 25mm for stiles top and bottom rails M.S.

frame shall have a coat of steel primers. The inner panel shall consist of

25mm thick High Density EPS conforming to IS: 4671-1984 bonded with

2mm thick termite proof, water proof and fire resistant moulded PVC

sheet with 2.4.6 raiscd panel design in different plain and /or prelaminated

colour after routinng the moulded design on one side and 2mm plain

and/or prelaminated PVC sheet on other side of the EPS. The edge of

planel to be scaled with lipping of 10mm wide PVC sheet bottom (made

by sticking 2 PVC rigid foam sheet of 5mm thickness PVC rigid from and

stile side 25mm (5mm x 5) thick and 30mm width PVC sheet sfitted along

M.S. tube for lock provision and for lock height 5mm thick PVC sheet of

size 150mm x 100mm fixed with upper and lower face of inner side of

EPS Panel and anodized All fixitures and fastening as per detail drawing

etc. complete as per direction of Engineer-in charge.

51 Providing and fixing polyvinyl chloride (PVC) door frame of the size 50 x

47mm with a wall thickness of 5mm thick made out of extruded 5mm rigid

PVC foam sheet miter cut at two corners and jointed with 2-nos. of

150mm long bracjets of 15 x 15mm M.S. square tube the two vertical

door profiles are to be reinforced with 19 x 19mm M.S. square tube of

gauge EPDM rubber gasket weather seal to be providing through out the

rame. the door frame shall be fixed to thewall using 65/100mm long M.S.

screws through the frame by using A minimum of 4 Nos. of screws to be

provided for each vertical member & minimum 2-Nos. for horizontal

member and anodized alluminium fixtures and fastening as per detail

drawing etc. complete as direction of Enginner-in-Charge.

53 Providing and fixing plain or printed PVC Sheet wall panelling of thickness

5mm consisting of panels having size 1220mm x 2440mm stuck on inner

frame work of 50mm wide strips of 5mm thick PVC sheet. The strips

should have in their center a groove of 6mm width and 1mm depth of

sinking the head of screw used to fix the strips to the wall and should be

placed vertically at equal intervals of 10" contre to center. The PVC strips

shall be fixed to the wall using 65mm long M.S.screws through the groove

in the strip by using PVC fasteaners the distance between two screw's

shall not be more than 20mm A. groove 2mm may be left at the joint of

two panel for aesthetic looks. the exact size of the panel and

correspondingly of the grid may very depending on the size of the wall.

Item Description UNIT Tender Rate

54 Providing and fixing PVC sheet wall panelling of thickness 5mm

consisting of panels having size 1220mm x 2440mm stuck on inner frame

work of 50mm wide strips of 5mm thick PVC sheet The strips should

have in their centre a groove of 6mm width and 1mm depth of sinking the

head of screw used to fix the strips to the wall and should be placed

vertically at equal intervals of 10" contre to centre the PVC strips shall be

fixed to the wall using 65mm long M.S. serews through the groove in the

strip by using PVC fasteaners The distance between tow screw's shall not

be more than 20mm a groove 2mm may be left at joint of two panel for

aesthetic looks. The exact size of the panel and correspondingly of the

grid may very depending on the size of the wall.

55 Providing and fixing full height Plan/colour PVC partition system 50mm

thick consisting of 40mm sandwich PVC panel made out of 36mm high

density expanded polystyrene sheet (E.P.S. Thermocol) stuck on both

side with 2mm thick plain PVC sheet reinforced with frame work made

from 35mm x 5mm M.S. angle. In between two M.S. angles 4 mm thick

plan heat moulded PVC ‘C’ channel of size 50mm x 100 mm with

feathered edes shall be fixed on floor and 50 x 75 mm with feathered

edges plain/printed/prelim PVC ‘C’ channel shall be fixed in the ceiling.

Sandwich PVC panel shall be inserted in the PVC “c” channel. The first

and last M.S. angle should be erected such that it is inside a PVC C

channel of size 50 x 75mm. In between adjoining EPS sandwiched PVC

partition panel 4mm thick x 75mm width plain PVC sheet feathered at

edges shall be stuck on front and back face using solvent cement etc.

And additional 4mm thick PVC strip of 40mm width is to be stuck on the

interior side of the C channel using PVC solvent adhesive complete as

per direction of Engineer in charge, manufacture’s specification and

56 Providing and fixing full height Printed PVC partition system 50mm thick

PVC partition consisting of 40mm sandwich PVC panel made out of

36mm high density expanded polystyred shet (EPS Thermocol) stuck on

the both side with 2mm thick printed PVC sheet reinforced with frame

work made from 35mm x 5mm M.S. angle. IN between two M.S. angles

4mm thick printed heat moulded PVC C channel of size 50mm x 100mm

with feathered, edges shall be fixed on floor and 50 x 75 mm with

feathered edges printed PVC C channel shall be fixed in the ceiling,

Sandwich PVC panel shall be inserted in the PVC C channel. The first

and last M.S. angle should be erected such that it is inside a PVC C

channel of size 50 x 75mm In between adjoining EP sandwiched PVC

partition panel 4mm thick x 75mm width printed PVC sheet feathered at

edges shall be suck on front and back face using solvent cement. If the

height of partition exceeds 8 feet; then 15mm x 30mm M.S. tube is

welded horizontally at the joint of panels in between two vertical angels

etc. An additional 4mm thick PVC strip of 40mm width is to be stuck on

the interior side of the C channel using PVC solvent adhesive complete

as per direction of Engineer in charge,

Item Description UNIT Tender Rate

57 Providing and fixing complete sliding shutter solid PVC window 25mm

thick factory made glazed solid PVC window shutter consisting of frame

made out of M.S. tube of 19 gauge of size 15 x 15mm for styles top,

bottom rail. M.S. frame shall have a coat of steel primer of approved

make and manufacture, M.S. frame shall be covered with 4mm thick heat

mouled PVC ‘C’ channel of size 58mm x 25mm x 38 mm out of which

8mm shall be bent at 90 degree towards inner side on front face of the

window shutter formin stiles. For top rail and bottom rails, M>S. frame

shall be covered with 4mm thick, 58mm wide PVC sheet out of which

8mm shall be bent at 90 degree towards inner side on front face and

38mm wide PVC sheet shall cover the M.S. frame at top and bottom rail

on back side of window shutter, 4mm thick 15mm wide cross PVC sheet

as gap insert for top and bottom rail. PVC sheet beading of 8mm thick

(4mm x 2) to be stuck internally with solvent cement adhesive in top and

bottom rails. Glass panel will be fitted externally in the clear space

available between stiles & rails and fixed between PVC sheet of stiles and

rails bent at 90 degree on front face 12mm x 123mm ‘L’ shape outer PVC

beading nailed on stiles and rails at the back side so that ‘L’ shape outer

PVC beading can be removed when required for replacement of broken

glass etc. complete as per direction of etc. complete as per direction of

Engineer in charge and manufactuture’s specification.

58 Providing and fixing FRP frame 125 x 65mm and 35mm thick FRP

shutter with wood grain raised pannel design finish shutter having extra

reinforcement on sides and edges and in gel coat Finish the core of the

shutter is to filled up with injected fire retardant grade polyurethane foam

done in situ along with embedded wooden piees for stiffening and alos for

thking hines and fixtures. the whole FRP frame and shutter is tobe water

proof weather proof termite proof and resistance to mild acid/Alkali are to

be inclusive of S.S> hinges with necessary scerews and alluminium

fixtures and fastening. Sqmt.

59 Providing and fixing FRP frame 100 x 50mm and 28mm thick FRP

Depress panel shutter having extra reinfor cement on sides and edges

and in gel coat Finish the core of the shutter is to filled up with injected

fire retardantgrade polyurethane fonm done in situ along with embedded

wooden pieces for stiffening and also taking hunes and fixtures the whole

FRP frame and shutter is tobe water proof weather proof termit proof and

resistance to mild acid/alkali rates are to be inclusive of S.S. hinges with

necessary screws and alluminium fixtures and fastening.

60 Providing and fixing FRP frame 125 x 65mm and 35mm thick FRP

shutter with wood grain raised pannel design finish shutter having extra

reinforcement on sides and edges and in polish Finish the core of the

shutter is to filled up with injected fire extinguishing grade polyurethane

form done in situ along with embedded wooden pieces for stiffening and

also for raking hines and fixtures. The whole FRP frame and shutter is

tobe water proof weather proof termite proof and resistance to mild

acid/alkail rates are to be inclusive of S.S. hinges with necessary screws

and alluminium fixtures and fastening. Sqmt.

61 Provoiding and fixing of 28mm thick fiber glass shutter with 1.5 to 2.0mm

thick firextunguishing grade FRP skin in depressed panel desing having

extra reinforcement on side and edges and in gel coat finish the core of

the shutter is to be filled up with injected fire extinguishing grade

polyurethane foam done in situ alongwith embedded wooden pieces for

stiffening and also for taking hinges and fixtures the whole shutter is to be

water proof weather proof and resistance to mild acid/Alkali rates are to

be inclusive of S.S. hinges with necessary screws and alluminium fixtures

and fastening. Sqmt.

Item Description UNIT Tender Rate

62 Providing and fixing of 35mm thick fiber glass shutter with 1.5 to 2.0mm

thick firextunguishing grade FRP skin in wood grain raised panel desing

having extra reinforcement on side and edges and in gel coat finish the

core of the shutter is to be filled up with injected fire extinguishing grade

polyurethane foam done in situ alongwith embedded wooden pieces for

stiffening and also for taking hinges and fixtures the whole shutter is to be

water proof weather proof termite proof and resistance to mild acid/Alkali

rates are to be inclusive of S.S. hinges with necessary screws and

alluminium fixtures and fastening.

63 Providing and fixing of 35mm thick fiber glass shutter with 1.5 to 2.0mm

thick firextunguishing grade FRP skin in wood grain raised panel desing

having extra reinforcement on side and edges and in Polish design finish

the core of the shutter is to be filled up with injected fire extinguishing

grade polyurethane foam done in situ alongwith enbedded wooden

preces for stiffening and also for taking hinges and fixtruress the whole

shutter is to be water proof, weather proof termite proof and resistance to

mild acid/Alkali rates are to be inclusive of S.S. hinges with necessary

screws and alluminium fixtures and fastening.

64 Providing and fixing windiw shutter of 75 x 30mm size with 4mm glazed

with main frame size of 100 x 50mm size having 1.5 to 2.0mm thick fire

extinguishing grame FRP skin in frame and shutter with extra

reinforcement on side and edges and in Gel coat finish the core of the

shutter and frame is to be filled up with injected fire extinguishing grade

polyurethane foam done in situ with wooden blocks for taking hinges and

fixtruress the frame and sutter is to be water proof, weather proof termite

proof and resistance to mild acid/Alkalis including S.S. hinges with

necessary screws and alluminium fixtures and fastening.

65 Steel work riveted 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 common rafters and the like

65.1 (D) In trusses and trussed purlins up to 25m span and 15m overall

height (11001da) Qtl

66 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 common rafters and the like

66.1 (D) In trusses and trussed purlins up to 25m span and 15m overall

67 Providing and fixing in position collapsible steel shutters with vertical

channels 20x10x2mm braced with Flat iron diagon 20x5mm size with top

and bottom rails of T-Iron 40x40x6 mm with 38 mm dia steel pullps

complete with bolts, nuts locking arrangements, stoppers handles

including applying a priming coat of red lead paint. Qtl

68 Providing and fixing 1mm thick M.S. sheet sliding sutters withframe and

diagonal braces of 40x40x6mm angle iron 3.15mm M.S. gussrt plates at

junctions and corners 25mm dia pully 40x40x6mm angle and T-Iron guide

rail at top and bottom respectively with hanldles stoppers and loking

arrangement etc, inlcluding applying priming coat of red lead paint.

Item Description UNIT Tender Rate

69 Providing and fixing roling shutters of approved make made 0f 80mm

wide M.S. Laths iner-locked together through their length and jonted

logether at the ends by and lokes mounted on specially designed pipe

shaft with bracket plates, guide chanels and arrangements for inside and

outside locking with push pul operation complete including the cost of

hood cover and spring

69.1 (A) Shutters having width below 3.5 meters Sqmt

69.2 (B) Shutters having width 3.5 m and above Sqmt

70 Providing and laying white glazed tiles 6mm thick in flooring treads of

steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-

cement : 3-coarse sand ) finishing with flush pointing in white cement.

71 Providing and laying white glazed tiles 6mm thick in skrting risers of

steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- coarse

sand) and jointed with white cement slurry Sqmt

72 Providing and laying marble stones slab flooring over 20mm (average)

thick base cement mortar 1:6 (1 cement :6 course sand) on laid and

jointed with grey cement slurry including rubbing and polished complete

(A) Marble slab 25mm thick Sqmt

73 Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1-cement : 6- coarse

sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and

jointed with grey cement slurry mixed with pigment to match the

shade of slab including rubbing and polishing etc. complete.

73.1 (A) 25mm thick Sqmt

73.2 (B) 30mm thick Sqmt

74 Providing and laying polished kota stone slab 25mm thick in risers of

steps dado and pillers laid 10mm thickcement mortar 1:3 (1 cement :3

course sand) and jointed with grey cement slurry including rubbing and

polished complete Sqmt

75 Providing and laying rough chiseled dressed stone flooring over 20mm

thick base of cement mortar 1:5 (1cement :5 course sand) including

pointing with cement mortar1:2 (1cement :2 ston dust) etc. complete

75.1 (A) 25mm thick Sqmt

75.2 (B) 40mm thick Sqmt

76 Providing and laying cement concrete flooring 1:2:4 (1 cement :2 course

sand : 4 graded stone aggregate 20mm nominal size) laid in one layer

finished with a floating coat of neat cement

76.1 (A) 40mm thick Sqmt

76.2 (B) 50mm thick Sqmt

77 Providing and laying cement concrete pavment (25mm to 50mm thick)

with 1:2:4 (1 cement :2 course sand)4 stone aggregate 20mm nominal

size including finishing with a floating of neat cement complete.

78 Providing and laying 20mm thick precast cement concrete tile with

aggregate of size upto 6mm laid in floor,tread of steps and landings on

20mm thick bed of cement mortar 1:6 (1 cement :6 coarse sand) jointed

with neat cement slurry pigment to match the shade of tiles complete with

precast tiles of (C) Dark sade using ordinary cement

79 Providing and laying chequered precast concrete tile 22mm thick with

aggregate of size upto 6mm laid in floor,tread of steps and landings on

20mm thick bed of C.M. 1:6 (1 cement :6 coarse sand) jointed with neat

cement slurry pigment to match the sade of tiles Sqmt

80 Extra for rubbing & polishing the precast C.C. tiles for flooring with C.M.

1:6 including finishing the joints flush curing etc. complete. Sqmt.

Item Description UNIT Tender Rate

81 Providing and laying 24" x 24" vitrified 8mm thick tile flooring over 20mm

(average) base of cement mortar 1:6 (1- cement, 6-coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentalling of existing floooring and jointing with colour cement slurry

including finished with flush pointing and cleaning the surface etc.

complete. For Light shade. Sqmt

82 Providing and laying 24" x 24" vitrified 8mm thick tile flooring over 20mm

(average) base of cement mortar 1:6 (1- cement, 6-coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentalling of existing floooring and jointing with colour cement slurry

including finished with flush pointing and cleaning the surface etc.

complete. For Dark shade. Sqmt

83 Providing and laying 24" x 24" vitrified 8mm thick tile flooring over 20mm

(average) base of cement mortar 1:6 (1- cement, 6-coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentalling of existing floooring and jointing with colour cement slurry

including finished with flush pointing and cleaning the surface etc.

complete. For Antiskid shade. Sqmt

84 Providing 15mm thick cement plaster in single coat on Rough (Similar)

side of single or half brick walls for interior plastering upto floor two level

and finished even and smooth in

84.1 (I) Cement mortar 1:3 (1 cement : 3 sand) Sqmt.

84.2 (II) Cement mortar 1:4 (1 cement : 4 sand) Sqmt.

84.3 (III) Cement mortar 1:6 (1 cement : 6 sand) Sqmt.

85 Providing 20mm thick cement plaster in single coat on half brick wall for

interior plastering up to floor two level finished even and smooth in

85.1 (I) Cement mortar 1:3 (1 cement : 3 sand) Sqmt.

85.2 (II) Cement mortar 1:4 (1 cement : 4 sand) Sqmt.

85.3 (III) Cement mortar 1:6 (1 cement : 6 sand) Sqmt.

86 Extra over finishing with a floating coat of neat cement slurry Sqmt.

87 (A) Extra over providing and mixing water proofing materials in cement per bag of

mortar in proporation recommended by the manufacture 50kg of

88 Extra over plastering on ceiling and soffits of stair upto floor two level per bagused

instead of plastering on wall 50kg of

89 20mm thick sand faced cement plaster on walls upto height 10 metres in mix

above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-

cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete. Sqmt.

90 Extra over for pointing on walls on the outside at night more than

metres from ground level for every additional height of 5 metres or part

91 Providing cement vata (10 cm x 10 cm size quarter round in cement

mortar 1:1 including neat cement finishing wateng etc. complete RMT

92 Distempering with dry distemper of approved brand and a manufacture

(two coats) and of required shade on undercorated wall surface to give an

even shade, over and including a priming coat of whiting after thoroughly

brooming the surface free from mortar dropping and other foreign matter

93 Distempering with dry distemper of approved brand and a manufacture

(one coats) and of required shade on dercorated wall surface to give an

even shade after thoroughly brushing the surface clean of all grease,

dirt,loose placess of scales including preparing the surface even and

sand papered smooth Sq.m.

94 Extra over for every subsequent coat of disempering with dry distemper of

approved brand and manufacture Sq.m.

95 Extra over for distemepring with dry distemper on ceilings and slopings

Item Description UNIT Tender Rate

96 Extra over distempering with dry distempering on ceiling and sloping

97 Distempering (two coats) with oil bound distemper of approved brand and

manufacture and or required shade on undecorated wall surface to give

an even shade over and including a priming coat with distemper primer of

approved brand and manufacture after thoroughly brushing the sureface

free from mortar dropping and other foreign matter and also including

preparing the surface even and sand papered smooth

98 Distempering (Two coats) with oil bound washable distemper of approved

brand and manufacture and or required shade on undecorated wall

surface to give an even shade over and including a priming coat with

alkali resistance primer of approved brand after thoroughly brushing the

sureface free from mortar dropping and other foreign matter and also

including preparing the surface even and smooth Sq.m.

99 Distempering (one coats) with oil bound washable distemper of approved

brand and of required shade on decorated wall surface to give an even

shade after thoroughly brushing the sureface clean of all grease,dirt loose

places of scales and also including distempering with oil bound washable

for preparing the surface even and smooth Sq.m.

100 Extra over for every subsequent coat of approved brand and manufacture

101 Extra over distempering with oil bound washable distember on ceiling and

sloping roofs Sq.m.

102 Extra over dfor every subsequent coat of diatempering on ceiling and

slopping roofs Sq.m.

103 Finishing wall with water proofing cement paint on undecorated wall

surface (two coat) to give an approved brand and manufactures and of

required shape even shade after thoroughly brushing the surface to

remove all dirts, and remains of loose powdered material Sq.m.

104 Extra over for every subsequent coat of water proofing cement paint of

approved brand and manufature Sq.m.

Extra over for finishing with cement paint on ceiling and slopping roofs

106 Extra over for every subsequent coat of finishing with cement pain on

celing and slopping roofs. Sq.m.

107 Wall painting (two coats) with plastic Apex Ultima pain of approved brand

and manufacture on undecorated wall surface to give an evenshade

including thoroughly brushing the surface free from mortar droping and

other foreign matter and sand papered smooth. Sq.m.

108 Extra over for subsequent coat of wall painting with plastic emulsion pain

of approved brand Sq.m.

109 Extra over for painting with plastic emulsion paint of approved brand

ceilling and slopping roofs Sq.m.

110 Extra over for every subsequent coat of painting with plastic emulsion

paint on ceilling and slopping roofs Sq.m.

111 Applying priming coat over new steel and other metal surface afteover

and including preparing the surface by thoroughly cleaning oil, greas,dirt

and other foregin matter and scoured With enamel paintm brushing,

interior to give an even shade including cleaning cleaning the surface an

even shade including cleanicn the surface of all dirt, dust and other

foreign matter. Sq.m.

112 Painting two coats excluding priming coat on new steel and other metal

surface with enemal paint brushing interior to give an even shade

including cleaning the surface an even shade including cleanicn the

suface of all dist and other foreign matter. Sq.m.

Item Description UNIT Tender Rate

113 Painting One coats (excluding priming coat) on Previously painted steel

and other metal surface with enamel paint brushing interior to give an

even shade including cleaning the surface of all dirt,dust and other foreign

114 Extra over for every subsequent coat of paint Sq.m.

115 Painting two coats (excluding priming coat) on 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 Sq.m.

116 Painting one coats (excluding priming coat) on previously 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. Sq.m.

117 Extra over items 19 and 21 for every subsequent coat of paint Sq.m.

118 Applying priming coat over new wood and wood based surface after

including preparing the surface by thoroughly cleaning oil, greas,dirt and

other foregin matter sand a papering and knotting

118.1 (B) Ready Mixed paint,brushing wood primer pink Sq.m.

118.2 (C) Ready Mixed paint,brushing priming for enemal Sq.m.

119 Extra over for every subsequent coat of priming coat.

119.1 (B) Ready Mixed paint,brushing wood primer pink Sq.m.

119.2 (C) Ready Mixed paint,brushing priming for enemal Sq.m.

120 Painting two coats excluding priming coat on new wood and wood based

surface with enemal paint interior to give an even shade including

cleaning the surface of all dirt,dust and other foreign matter sand

papering and stopping. Sq.m.

121 Painting one coats (excluding priming coat) on previously painted wood

and wood based surface with enamel paint, to give an even shade

including cleaning the of all dirt, dust and other foreign matter. Sq.m.

122 Extra over for every subsequent coat of paint Sq.m.

123 Painting two coats (excluding priming coat) on new wood bassed surface

with ready mixed paint brushing oil gloss semi gloss to give an even

shade including cleaning the surface of all dirt,dust and other foreign

matter sand papering and stopping Sq.m.

Demolation and disposal or unserviceable materials with all lead and lift

124.1 (i) Lime concrete Cu.m.

124.2 (ii) Unreinforced cement concrete Cu.m.

125 Demolation including stacking of serviceable material and disposal or

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

126 Demolation of brick work and stone masonary including stacking of

serviceable material and disposal or unserviceable materials with all lead

126.1 (i) In Lime mortar Cu.m.

126.2 (ii) In cement mortar Cu.m.

127 Demolation of terrace including stacking of serviceable material and

disposal or unserviceable materials with all lead and lift (i) Brick tile

128 Dismentling the or stone floors laid in mortar including stacking of

serviceable material and disposal or unserviceable materials with all lead

129 Dismentling of wood floors including stacking of serviceable material and

disposal or unserviceable materials with all lead and lift sq.m

130 Dismentling of sheet roofing including ridge hips valleys, gutter etc.

stacking of serviceable material and disposal or unserviceable materials

with all lead and lift

130.1 (i) G.I. sheet roofing sq.m

130.2 (ii) A.C. sheet roofing sq.m

Item Description UNIT Tender Rate

131 Dismentling doors, windows ventilators etc. (wood or sheet) shutters

including chowkhats, architraves holdfast and others attachment etc.

complete and stacking them within all lead and lift

131.1 (i) Not exceeding 3 sq.m. in area Each

131.2 (ii) Exceeding 3 sq.m. in area Each

132 Dismentling barbed wire in fencing including making rools and also

including dismantaling fencing posts including all earth work concrete in

base and making good the distrubed ground stacking usefull materials as

directed and disposing of the unserviceable materials with all lead and lift Rmt.

133 Dismentling sanitary fiting like washbasin W.C. pan Indian and European

type flushing tank etc. including staking the materials with all lead and lift

134 providing erecting fixing double coated syntex of equivalent PVC (ISI)

Mark waater tank of required Capacity each with all necessary fittings &

connection etc.complete on terace Per letter

135 Scraping oil paint from steel and other metal surface and making the

surface even (with hand scraping) sq.m

136 Providing and fixing M.S. fan clamps of shape and size as specified in

existing R.C.C. slab including cutting chase and making good Each

137 Providing and fixing 1.20 meter high fancing with 2.0 meter long m.s.

angleposts 40mm x 40mm x 6mm and oil painting 3 coats fixed at 2.5 mt.

C/C with five horizontal lines and two diagonals of galvanised steel

barbed wire weighing 9.38 K.G. per 100 meter strained and fixed to posts

in ground with 0.5m x 0.5m x 0.5m Block in cc 1:5:10 etc. complete

138 Contruction of B.B. masonary paniyara 23cm x 75cm wall and 15cm x

15cm curbing including fixing precast R.C.C. marble mosaic (terrazo slab

of 75mm thickness on top and smooth finishing in cement plaster in c.m.

1:3 curing etc. complete including drainage out water arrangement Rmt.

139 Provoding and fixing flush door shutters, solid core construction with

frame of first class hardwood with cross board and face veneer or

plywood face panels, including anodised alluminium butt hinges with

necessary screws. (B) Non-decorative type and block board core

anodised alluminium butt hinges in flush door shutters (2) 35mm

140 A-Water Supply

[A] Tubes and fitings

Providing and fixing to wall ceilling and floor galvanised mild steel tubes

(Medium grade) of the following nominal bore, tube fiting and clamps

including making good the wall,ceilling and floor

140.1 [A] 15mm Meter

140.2 [B] 20mm Meter

140.3 [C] 25mm Meter

140.4 [D] 32mm Meter

140.5 [E] 40mm Meter

140.6 [F] 50mm Meter

141 Providing and laying in trenches galvanised mild steel tubes [Medium

grade] of the following nominal bore, and tube fitting [Earth work in

trenches tobe meaured and paid for separately

141.1 [A] 15mm Meter

141.2 [B] 20mm Meter

141.3 [C] 25mm Meter

141.4 [D] 40mm Meter

141.5 [E] 65mm Meter

141.6 [F] 80mm Meter

Item Description UNIT Tender Rate

142 Providing and fixing to wall ceilling and floor 6-0 kg F/Cm2 working

pressure poluthelene pipes of the following outside dia low dencity

complete with special flage compression type fittings, wall clips, etc.

including making good the wall ceilling and floor

142.1 [A] 20mm Meter

142.2 [B] 25mm Meter

143 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.

143.1 [C] 32mm Meter

143.2 [D] 40mm Meter

143.3 [E] 50mm Meter

144 Providing and fixing water closet Squtting pan [Indian type W.C. Pan [size

580mm] earthwork, bed concrete foot rest and trep to be measured and

paid for separately (A) Vitreous China.(I) Long pattern colour (23009)

145 Providing and fixing wash down water closet Europen type W.C. pan] with

integral P or S trap including jointing the trap with soil pipe in cement

mortar 1:1 [1 cement : 1 fine sand] seat and cover to be measured and

paid for separately [A] Viterous china pattern (i) in colour

146 Providing and fixing 100mm size P or S tap for water closet squatting pan

including jointing thgh trap with the pan and soil pipe in cement mortar 1:1

[1 cement: 1 coarse sand] [A] Viterous china Each

147 Providing and fixing 12.5 liters low level flushing cistern with a pair of C.I.

or mild brackets complete with fitting such as lead value less syphon

15mm nominal size brass ball value with polythene flote C.P. brass

handle unions and coupling for connection with intel, outlet and overflow

pipes, 40mm dia porcelain enamelled flush bend including cutting holes in

walls and making good the same connecting the flush bend with cistern

and closet [overflow pipe to be measured and paid for separately [A]

Viterous china [i] In colour Each

148 Providing and fixing washbasin with single hole for pillar tape with C.I. or

M.S. brackets painted white including cutting holes and making good the

same but excluding fittings [A] Vitreous china [ii] Flat back washbasin

550mm x 400mm size [i] In colour Each

149 Providing and fixing kitchen sink with C.I. of M.S. brackets painted white

including cutting holes in walls and making good the same but excluding

fitting [C] Vitreous china sink (i) 600mm x 450mm x 150mm siz Each

150 Providing and fixing C.P. Brass waste for washbasin or sink

150.1 [A] 32mm dia Each

150.2 [B] 40mm dia Each

151 Providing and fixing screws down bib tapes of following size [A] Brass

screw down bib tap polished bright

151.1.1 (i) 15mm dia Each

151.1.2 (ii) 20mm dia Each

152.2 [B] Brass chromium plated screw down bib tap

152.2.1 (i) 15mm dia Each

152.2.2 (ii) 20mm dia Each

152.3 [C] Gun metalr screw down bib tap

152.3.1 (i) 15mm dia Each

152.3.2 (ii) 20mm dia Each

153 Providing and fixing pillar tap, captan head screw down high pressure

with screws and back nuts

153.1 [A] 15mm dia Each

153.2 [B] 20mm dia Each

154 Providing and fixing screw down stop tap

154.1 [A] 15mm dia Each

Item Description UNIT Tender Rate

154.2 [B] 20mm dia Each

154.3 [C] 25mm dia Each

155 Providing and fixing gun metal chek or non-return fullway wheel value

155.1 [A] 15mm dia Each

155.2 [B] 20mm dia Each

155.3 [C] 25mm dia Each

155.4 [D] 32mm dia Each

155.5 [E] 40mm dia Each

156 Providing and fixing chromium plated brass half turn fluch cock of

approved quality including fixing in pipe line etc. complete

156.1 [i] 20mm dia Each

156.2 [ii] 25mm dia Each

156.3 [ii] 32mm dia Each

157 Providing and fixing of approved quality including connection the urinal

wite waste pipe, trap etc. complete [A] White earthenware flate back or

corner type size 430mm x 260mm x 350mm Each

158 Providing and fixing urinal of approved quality including connection with

trap and with integral logitudinal flush pipe [A] Squating plate pattern white

earthenware 550mm x 300mm Each

159 Providing and fixing C.I. manhole cover 0.60m x 0.45m size having

weight not less than 35kg Each

160 Providing and laying [two level or slopes] and jointing with stiff mixture of

cement mortar in proporation 1:1 Salt glazed stoneware pipes following

nominal internal diameters including testing of pipes and joints complete

160.1 [A] 100mm dia Metre

160.2 [B] 150mm dia Metre

161 Providing and laying cement concrete 1:5:10 [1 cement 5 fine sand

graded stone aggregate 40mm nominal size] bedding for stoneware pipes

of following internal diametar with necessary from work and curing

161.1 [A] 100mm dia [112mm Avg Bed Thickness Metre

161.2 [B] 150mm dia [166Avg. Bed Thickness Metre

162 Providing and laying jointing and pointing with stiff mixture of cement

mortar 1:1 [1cement 1 fine sand] 150mm internal diameter salt glazed

stoneware half round channels Metre

163 Providing and fixing S.W. gully trap with C.I gratting brick masonry

chamber and water tight C.I. cover with frame of 300mm x 300mm siza [

inside ] with standard weight

163.1 [A] 100mm x 100mm size P type Each

163.2 [B] 150mm x 100mm size-p or R type Each

164 Providing laying (to level or slopes) and jointing reinforced concrete Light

duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of

joints complete.

164.1 [B] 150mm Metre

164.2 [C] 250mm Metre

164.3 [D] 300mm Metre

164.4 [E] 450mm Metre

164.5 [F] 500mm Metre

164.6 [G] 600mm Metre

164.7 [J] 900mm Metre

Item Description UNIT Tender Rate

165 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-

coarse sand : 4-graded stone aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm

size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-

coarse sand) finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal size) finished smooth complete including

curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep

including C.I. cover with frame size 560mm diameter total weight of cover

and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of

frame 64 Kg.) [A] with 230mm thick wall of brick masonry using bricks

having crushing strength not less than 35kg/sq.cm. in cement mortar 1:5 [

1 cement :5 coarse sand]

165.1 [1] A type depth 0.90 metre for 150mm diameter sewer Each

165.2 [2] B type depth 1.50 metre for 150mm diameter sewer Each

165.3 [3] C type depth 2.25 metre for 150mm diameter sewer Each

166 [i] Extra rate for constructing B.B. masonary for every additional depth of

O.1.M. or part thereof over [I] for depth from 0.9m to 1.5m Each

167 [i] Extra rate for constructing B.B. masonary only for every additional

depth of 0.1m or part thereof over item

167.1 [ii] For depth from 1.50m to 2.25m Each

167.2 [iii] Extra rate for constructing B.B. masonary for every additional depth of

0.1m or part thereof over item

[iii] For depth from 2.25m to 3.15m Each

167.3 [iv] Extra rate for constructing B.B. masonary for every additional depth

of 0.1m or part thereof over item

[iv] For depth above 3.15m Each

168 Supplying and fixing C.I. cover 300mm x 300mm without frame for gully

trap [ standard pattern the weight of cover to be not less than 4.53kg. ]

169 Constructing brick masonry road gully chamber 50mm x 450mm x

600mm including 500mm x 450mm C.I. horizontal grating with frame

170 Constructing brick masonry road gully chamber 450mm x 450mm x

775mm with vertical grating chamber Each

171 Constructing masonry for under ground C.I. Inspection chamber and

bends with bricks having crushing strength not less then 35kg/cm2 in cm

1:5 C.I.cover with frame [light dutty] 455mm x 610mm internal dismasions

total weight of cover with frame to be not less than 38kg [wt. of cover

23kg. and wt. of frame 15kg] R.C.C. top slab with 1:2:4 mix [1 cement :2

course sand :4 grade stone aggregate 20mm size] foundation concrete

1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete etc.

171.1 [i] Inside diamensions 455mm x 610mm and 450mm deep for single

171.2 [ii] Inside diamensions 500mm x 700mm and 450mm deep for pipe

line with one or two inlets Each

171.3 [iii] Inside diamensions 600mm x 850mm and 450mm deep for pipe

line with three or two inlets Each

172 Extra over for every additional depth of 0.1 m or part therof beyond

450mm depth for brick masonry chamber

172.1 [i] For 455mm x 610mm size Each

172.2 [ii] For 500mm x 700mm size Each

172.3 [ii] For 600mm x 850mm size Each

Item Description UNIT Tender Rate

173 [A] Providing sock pit of 2.0 cu.m. volume including excavating and filling

brickbats with dry masonry work at top for 45cm height including covering

the top with stone including providing vatas in c.m. 1:3 with finishing

curing etc. complete as directed Each

174 [B] Providing sock pit of 5.0 cu.m. volume including excavating and filling

brickbats with dry masonry work at top for 45cm height including covering

the top with stone including providing vatas in c.m. 1:3 with finishing

curing etc. complete as directed Each

175 Earthwork for embankment including breking clods dressing with all lead

and lift (Excluding watering and consolidation)

175.1 [A] From borrow pits within land width Cu.m.

175.2 [B] From borrow area within 0.5k.m lead Cu.m.

175.3 [C] From borrow area within 1.0k.m lead Cu.m.

175.4 [D] From borrow area within 2.0k.m lead Cu.m.

175.5 [E] From borrow area within 3.0k.m lead Cu.m.

Rolling of earthwork in layers with power roller including filling in

depressions which occur during the process. Cu.m.

177 Watering of earth work as directed. Cu.m.

178 Earthwork for embankment including breking clods dressing with all lead

and lift and including watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry destiny including fillings the depression

which occur durring the process using power roller 8t to 10t.

178.1 [A] From borrow pits within land width Cu.m.

178.2 [B] From borrow area within 0.5k.m lead Cu.m.

178.3 [C] From borrow area within 1.0k.m lead Cu.m.

178.4 [D] From borrow area within 2.0k.m lead Cu.m.

178.5 [E] From borrow area within 3.0k.m lead Cu.m.

179 Earthwork in cutting in all sorts of soil and soft murrum including

conveying and spreding the stuff embankment as znd where directed

within 200meters from the end of the cutting with all required lead and lift Cu.m.

180 Earthword in cutting in all sorts of soil and soft murrum including

conveying and putting the stuff in spoil bank maintaning minimum

distance of five meter between top edge of cutting and toe of spoil bank

181 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 upto 50Mt.lead. Cu.m.

182 Supplying of crushed stone aggregates, chippings etc. of Machine cut

stone of 40mm size free of disintegrated pieces, deleterious and organic

matter (for butumen surface dressing etc.) and grading as per I.R.C.

182.3 [iii] 25mm Cu.m.

182.7 [vii] 6mm Cu.m.

183 [i] supplying of murrum/binding material all lead. Cu.m.

184 Supplying of Stone Dust all Lead Cu.m.

185 Supplying premoulded bitumimous joint filler

185.1 [i] 12mm thick Sq.m.

185.2 [ii] 20mm thick Sq.m.

185.3 [iii] 25mm thick Sq.m.

186 Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient

186.1 [i] 40mm to 63mm size agreegate [HB] Cu.m.

186.2 [ii] 25mm to 50mm size crushed stone Cu.m.

Item Description UNIT Tender Rate

186.3 [iii] chipping varying from 6mm to 25mm size Cu.m.

187 Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.

187.1 [i] murrum Sq.m.

187.2 [ii] sand Sq.m.

188 Rolling and consolidation of soiling including filling in depression which

occur durating the process with power roller 8 tonne 12 tonne Sq.m.

189 Rolling and consolidation water bound macadam [Except laterite and

kankar] including watering not exceeding 150mm thickness [main layer

including filling in depresion which occur during the process [B] with

power roller exceeding 8 tonne and nit exceeding 12 tonne Sq.m.

190 Providing and laying M.S. side rail of road thickness with necessary nut

bolt plates, fixing as per width, applying plate vibrator, electric or diesel on

channal. comp. with V.D. system (Trimix) by using the all nessesory

equipment and material and machinery, such as running creed vibrator

on prelaid M.S. channel for levelling vaccume pupms, floating and power

trovelling etc. comp. Sq.m.

191 Providing and fixing junction bord of precast R.C.C. as per standard

I.R.C. design including fixing in C.C. 1:4:8 block with necessary

excavation painting figuring and lettering on board etc.complete. Each

192 Labour charges for filling measure boxes of crushed metal or gravel of

size 20mm to 63mm including all tools as directed Cu.m.

193 Labour charges for filling measure boxes of kapchi of 12cm size grit sand

murrum etc. including all tools as directed Cu.m.

194 Demarkation of road alingment including marking out road line by

providing and fixing wooden pegs or steel rod of required size at every

M to 50 M. including excavating trenches ion both sodes of 0.30 m. x

0.30M. including supplying of labours and all materials for every work etc.

195 Supplying and fixing reinforced concreat heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or stopes of I:S class NP2) [to following

internal diameter]

195.1 [i] 300mm dia Metre

195.2 [ii] 450mm dia Metre

195.3 [iii] 600mm dia Metre

195.4 [iv] 800mm dia Metre

195.5 [v] 900mm dia Metre

195.6 [vi] 1100mm dia Metre

195.7 [vii] 1200mm dia Metre

196 Supplying and fixing reinforced concreat heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per I.S 458-1991

spcification including setting and joining the pipes in C.M. 1:2 watering

and laying (to level or stopes ) of class NP 3 of the following internal

196.1 [i] 300mm dia Metre

196.2 [ii] 450mm dia Metre

196.3 [iii] 600mm dia Metre

196.4 [iv] 750mm dia Metre

196.5 [v] 900mm dia Metre

196.6 [vi] 1050mm dia Metre

196.7 [vii] 1200mm dia Metre

197 Dismantling the existing structure including removing and stacking the

dismantled materials as and where directed

197.1 [A] R.C.C Work Cu.m.

197.2 [A] Rubble masonary Cu.m.

198 Providing and filling in foundation with ordinary cement concrete in M-100

mix and providing necessary vertical pin header including fromwork, vi-

brating ramming and curing complete. Cu.m.

Item Description UNIT Tender Rate

199 Providing and casting in situ ordinary cement concrete M-150 for RCC

raft and cut of walls including necessary shuttering laying,vibrating

ramming and curing complete Cu.m.

200 Providing and casting in situ controlled cement concrete M-200 for RCC

raft and cut of walls including necessary shuttering laying, vibrating

ramming and curing complete Cu.m.

201 Providing and laying rubble for apron [each stone weighting not lesser

than 40kg] including hand packing and filling in the interstics with quarry

202 Providing and fillings sand below RCC raft in layers including ramming

and watering complete Cu.m.

203 Providing and filling trenches of Labour charges-Excavator in rocky strata

with ordinary cement concrete M-75 Cu.m.

204 Providing fabrication and setting out steel cutting edges for RCC well

curbs including nessary as per detaileddrawing and directed Tonne

205 Providing and casting in situ controled cement concrete M-200 for well

curbs including necessary shuttering laying vibration and curing complete

206 Providing steel liner for crubs and and steining for well including

fabricating and setting out as per detailed drawing as directed Tonne

207 Providing and casting in situ ordinary cement concrete M-100 mix for well

steining including necessary shuttering laying vibrating and curing

208 Providing and casting in situ ordinary cement concrete M-150 mix for well

steining including necessary shuttering laying vibration and curing

209 Providing cement pointing in cement mortar 1:3 to masonary work

including raking out joints scffolding and curing complete Sq.m.

210 Providing and casting in-situ ordinary cement concrete M-100 mix and

providing necessary pin heads including shuttering scaffolding laying

vibrating curing and complete with V-Groves

210.1 [A] Height from 0.0m to 5.0m Cu.m.

210.2 [B] Height from 5.0m to 10.00m Cu.m.

210.3 [C] Height from 10.00m to 15.00m Cu.m.

211 Providing and casting in situ controlled cement concrete M-200 for R.C.C.

return as per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (1) Piers (2)

Abutment (3) RCC return

211.1 A) Height from 0.0 to 5.0 M. Cu.m.

211.2 [B] Height from 5.0m to 10.00m Cu.m.

211.3 [C] Height from 10.00m to 15.00m Cu.m.

212 Providing and casting in-situ controled cement concrete M-150 mix for

coping over riding returns including fromwork curing and finishing

213 Providing and laying in position mild steel bar rainforcement as per I.S.

standard including cutting bending hooking and tying complete as per

detailed drawing for the follows.

213.1 [A] Piers Tonne

213.2 [B] Abutment Tonne

213.3 [C] RCC return Tonne

214 Providing and casting in-situ ordinary cement concrete M-150 for average

75 m thick wearing cost laid as directed including temping vibrating

finishing curing and filling in joints with bitumen complete Cu.m.

215 Providing and casting in-situ controled cement concrete M-150 for

average 75 m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

216 Providing and casting in-situ ordinary cement concrete M-200 for average

75 m thick wearing cost laid as directed including temping vibrating

finishing curing and filling in joints with bitumen complete Cu.m.

Item Description UNIT Tender Rate

217 Providing and casting in-situ controlled cement concrete M-200 for

average 120 m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

218 Providing and casting in-situ ordinary cement concrete M-150 for

kerb/kerb block including formwork curing and dinishing complete Cu.m.

219 Providing and casting in-situ controlled cement concrete M-150 for

kerb/kerb block including formwork curing and finishing complete Cu.m.

220 Providing and casting in-situ ordinary cement concrete M-200 for

kerb/kerb block including formwork curing and finishing complete Cu.m.

221 Providing and casting in-situ controlled cement concrete M-200 for

kerb/kerb block including formwork curing and finishing complete Cu.m.

222 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M-300 pnumatic

compressed /vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35mm Sand/stone dust/greet

layer for levelling and filling the joint with sand in proper line and level as

per guidlines of IRC: SP 63-2018 etc. Complete. Sq.m.

223 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 80mm thick with grade of concrete M-300 pnumatic

compressed /vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35mm Sand/stone dust/greet

layer for levelling and filling the joint with sand in proper line and level as

per guidlines of IRC: SP 63-2018 etc. Complete. Sq.m.

224 Providing and fixing in position Fe 415 TMT for R.C.C. bored piles as per

detailed drawing, including cutting, bending hooking tying and welding

complete and including forming the cage and lowering it in position. ISI

Major Brand M.T.

225 Providing & Fixing precast benches in C.C. 1:2:4 (1 cement :2 sand :

coarse aggregate) having size of 1.37 x 0.45 0.45 Mt. and thickness of

0.065 mtr. Fixed on stand of size 0.65 x 0.50 x 0.10 Mt. with C.C. 1:2:4 (1

cement : 2 sand : 4 coarse aggregate) & applying white cement layer with

chequared design with different type synthetic colour finishing & fixing

granite stone name plate and finishing & fixing as per instruction etc.

226 Providing and fixing standared extruded of alluminium section of size

63mm x 38.10mm x 1.2mm (Jindal Section :2434, @ Wt. 0.643 Kg/mt)

with colour Powder Coated alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation Sqmt.

227 Providing and laying brocken China Mosaic Flooring for Terrace using

12mm to 20mm brocken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar crème out

upto surface using white cement including rounding off junctions and

extending them up to 15cm. along the wall, cleaning with water and oxilic

acid etc. as per directed. Sqmt.

228 POINT WIRING :

Point wiring for Light / Bell with 2-1.5 sq.mm & earthwire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

multistrand copper wires, in following type of pipe to be erected

concealed in/ on surface on wall/ceiling complete with 6A Modular type

switch / bell push & accessories and earth continuity of following type,

erected on PVC / Metallic box, single mounting base frame covered with

textured/metallic front plate modules erected on /in wall / ceiling as per

pipe erected, with necessary Lamp holder/ceiling rose / H.D. Connector

as directed. including cost of necessary wiring atmain swith board to

distribution board wirh necessary wire with consealed pipe (a) with

medium class Rigid PVC pipe and accessories (all accessories ISI as

per requirment & Concealed Wiring Fitting)

Item Description UNIT Tender Rate

229 Providing and laying in position Ready Mixed M-200 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying, excluding the cost of centering

shuttering finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as

per direction of the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained)

230 Providing and cast in-situ ordinary cement concrete M-200 (1:1.5:3) for

average 20cm thick wearing coat/ C.C. Pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous

operation including providing of contraction joint at every 4.00mtr. and

expansion joint at interval of 40mtr. applying debonding strips, bitumen

primer, bituminous sealant and curing etc. complete. and including cost of

admixtures Melamine Base/ Naphthalene Base using 1.5 Kg. per Cement

231 Providing TMT Bar FE 500/500D reinforcement for R.C.C.work including

bending, binding and placing in position complete upto floor two level Kg.

232 Scarifying gravelled macadam or bitumen macadam surface 6 cm to

cm.depth including stacking useful materials on road side and disposing

off remaining stuff. Sqm

233 Labour work For Refitting of Paving Block and Completing work with

finishing and proper base of paving block , levelling the Road.etc Sqm

234 Tracing of old Manhole all Types Nos.

235 Tracing of House Chamber all type Nos.

236 Providing and constructing rectangular Brick Masonary chamber for

house Connection as Per type design in brick rnasonary in C.M, 1:3

including M-100 in Foundarion M-150 ln benching lnside plastering in

C.M, 1:3 and Outside Plastering in C.M 1:3 coppingn M200 and fixin RCC

Precast manhole frame and covers,but Excl.supply of manhole and cover

etc.comp incl. excavation Nos.

237 RCC Precast M.H.Frame and Cover Manufacture Supply and Delivery at

site of work Precast RCC M-200 Frame and Cover suitable to drainage

M.H. and as per type design and Drawing including cost of reinforcement

M.S.Angles or Flats,Curing mold work etc. Heavy Duty Suitable for

50cm opening of MH Frame Nos.

237.1 Cover Nos.

237.2 House Connection chamber light duty Frame Nos.

237.3 Cover Nos.

238 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 reqired for the purpose

(except manhole frame and cover) For all type manhole by providing RCC

1:2:4 Partation walls with required reinforcement 25 cm thick and circular

opening with 500mm clear dia and 0.40 mt. av. ht. No.

239 Operating and Working With JCB As per the Instruction of Nagarpalika

Including All operational Costs Such as Fuel, Transportaion, Driver, Etc

all Complete Hrs.

240 Operating and Working With JCB with breaker As per the Instruction of

Nagarpalika Including All operational Costs Such as Fuel, Transportaion,

Driver, Etc all Complete Hrs.

Item Description UNIT Tender Rate

241 Loading and Unloading along with Trip and Operating With Tractor Trolly

As per the Instruction of Nagarpalika Including All operational Costs Such

as Fuel, Transportaion, Driver, Etc all Complete Trip

242 Loading , Unloading And Operating With Tractor Trolly For One day (8

hrs) As per the Instruction of Nagarpalika Including All operational Costs

Such as Fuel, Transportaion, Driver, Etc all Complete Day

243 Supplying and Spreading Operating with Tractor As per the Instruction of

Nagarpalika Including All operational Costs Such as Fuel, Transportaion,

Driver, Etc all Complete. Trip

244 As per the Instruction of Nagarpalika Removing Existing Paving/ Rajula

stone Flooring Over Manholes, Opening Frame and Cover and Cleaning

Manhole Including Removing of Wastage and Loading it to Tractor and

Disposing It to Farm as Manure Along with Refitting of Paving/Rajula

Stone Including All operational Costs Such as Fuel, Transportaion, Driver, Trip for

Etc all Complete Tractor

245 Supplying of Healthy Labour As per the Instruction of Nagarpalika Person

246 As per the Instruction of Nagarpalika, Suppling and Fitting of Rajula bella

stone over the existing sewage at the given Location and Including all

charges Complete Sqmt.

247 As per the Instruction of Nagarpalika, Suppling and Fitting of Pre cast

Pre Tensile and Pre Sress RCC 50mm Thick RCC Cover and Placing

over the existing manhole at the given Location and Including all charges

248 As per the Instruction of Nagarpalika, Suppling and Fitting Granite Frame

over Windows and Doors of any Thickness (Max Thickness 1 Ft) at the Running

given Location and Including all charges Complete. Foot

249 As per the Instruction of Nagarpalika, Suppling and Fitting Panty Marble

Frame Cutting with Moulding over Windows and Doors of any Thickness

(Max Thickness 1 Ft) at the given Location and Including all charges Running

250 Precast Manholo Frlme & Covor Type of Round No.

251 Precast Manholo Frlme & Covor Type of square No.

252 Provinding and supplying in standerd length ISI mark rigid unplasticised

PVC pipes suitable for.potable water with ringfit joint including cost of

rings as per is specifiction no 4985/1988 including all local and central

taxes, transportation freight charges, octroi inspection charges loading

,unloading,conveyance to the deparmental stores and including cost of

jointingmeterials etc cpmplete Test Pressure 6Kg/cm2 63mm

252.1.1 75mm Rmt

252.1.2 90mm Rmt

252.2 Test Pressure 10Kg/cm2 63mm Rmt

252.2.1 75mm Rmt

252.2.2 90mm Rmt

Item Description UNIT Tender Rate

253 Lowering, laying and jointing PVC pipes and specials of following class

and diameter including cost of conveyance from stores to site of works

including cost of labour, material, except cement solvent, giving

satisfactory hydraulic testing as per ISI code. 63mm Rmt

253.3 110mm Rmt

253.4 125mm Rmt

253.5 140mm Rmt

253.6 160mm Rmt

253.7 180mm Rmt

253.8 200mm Rmt

253.9 225mm Rmt

253.10 250mm Rmt

253.11 280mm Rmt

253.12 315mm Rmt

I/We am/are willing to carry out the work @ ________% Above / Below in word ................................................

.....................................Percentage (should be writen in figures and words) of the Estimated rates mentioned above

amount of my / our Tender works out as under.

Stamp with Signature of Contractor Babra Nagarpalika

Chief Officer President

Babra Nagarpalika Babra Nagarpalika