Annual Rate of Construction work of all Type Drainage work Repairing And New Work of Lathi Nagarpalika - Lathi (Year–2026-27) One work will have to be done up to a limit of Rs. 5.00 Lakh) under Self Fund / Grant Year-2026-27

NAME OF WORK :- ANNUAL RATE OF CONSTRUCTION OF DRAINAGE WORK, REPAIRING &

NEW WORK (ONE WORK WILL HAVE TO BE DONE UP TO A LIMIT OF RS. 5.00 LAKH)

LOCATION:- VARIOUS AREA OF LATHI CITY

PERCENTAGE RATE TENDER

I. No. Description Unit 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

1.1 (A) Loose or soft soil Cum

1.2 (B) Dense or 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,(including 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.

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 20 cm. thickness including wetering remming and consolidating

etc,complete. Cum

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

sand : 6 Machine cut stone aggregate 40mm nominal size) and

curring complete including cost of formwork in (a) Foundation and

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

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

complete including the cost of form work and reainforcement for

reainforced concrete work in

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

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

7.3 (C) Slabs, Landing,Shelves,Balconies Lintels, Breans Girders

and canti level up to floor two level, Cum

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

7.5 (E) Staircase up to floor two level Cum

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

8 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.

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

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

8.3 (C) Slabs, Landing,Shelves,Balconies Lintels, Breans Girders

and canti level up to floor two level, Cum

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

8.5 (E) Staircase up to floor two level Cum

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

9 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.

9.1 (i) Slabs up to 8 Cm thickness Cum

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I. No. Description Unit Rate

9.2 (ii) Slabs Having more than 8cm and up to 10cm.thickness Cum

9.3 (iii) Slabs Having more than 10cm and up to 13cm. Thickness

9.4 (iv) Slabs Having more than 13cm and up to 15cm. thickness

10 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

(A) BEAMS : (i) Having cross-section area 0.05 to 0.08 Sqm

10.1 (ii) Having cross-section area 0.08 to 0.12 Sqm Cum

10.2 (iii) Having cross-section area 0.12 to 0.18 Sqm Cum

10.3 (B) COLUMNS: (i) Having cross-section area 0.05 to 0.08 Sqm

10.4 (ii) Having cross-section area 0.08 to 0.12 Sqm Cum

10.5 (iii) Having cross-section area 0.12 to 0.18 Sqm Cum

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

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

secondary reinforcement) in concrete of any grade at the rate of 125 125gms

gms per 50 kg of Cement consumption.

12 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) (A) Modular Cum

12.1 (B) Conventional Cum

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

level (A) Modular Cum

13.1 (B) Conventional

14 (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 (A) Modular

14.1 (B) Conventional

15 (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

16 White Stone Bela mesonry work in partition walls upto 15 cm

thickness in cement Mortar1:4 ( 1- Cement : 4- course sand) Sqmt.

17 White Stone Bela mesonry block in course in superstructure with

stone of approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5-

finesand) including packing the joints etc. complete. Cum

18 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) (C) Fly Ash Bricks Cum

19 (ii) Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5

(1- Cement : 5 -coarse sand ) in foundation and plinth (C) Fly Ash

20 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 20mm and down grede)in foundation and plinth in cement

mortar 1:6. Cum

21 Extra of masonary work with precast concrete block in

superstructure above plinth up to floor two level Cum

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I. No. Description Unit Rate

22 Precast concrete block masonary in patition walls 10 cm. thick solid

block of approved size (including quoin block, jamb block, closer etc)

made of C.C.1:3:6 (1 cement.;3 coarse sand;6 graded stone

aggregate 20mm and down gauge) Sqmt.

23 Providing & laying Hallow block masonary 90mm thick using hallow

concrete block SIS 2185 Part-1 grade B (5.00) with cement mettar

1:4 laying In perfet line level and plinth, propering groding the jaints

ind. thecast of scaaffolding and curing etc. complete. Sqmt.

23.1 Providing & laying Hallow block masonary 140mm thick using hallow

concrete block SIS 2185 Part-1 grade B (5.00) with cement mettar

1:4 laying In perfet line level and plinth, propering groding the jaints

ind. thecast of scaaffolding and curing etc. complete. Sqmt.

23.2 Providing & laying Hallow block masonary 190mm thick using hallow

concrete block SIS 2185 Part-1 grade B (5.00) with cement mettar

1:4 laying In perfet line level and plinth, propering groding the jaints

ind. thecast of scaaffolding and curing etc. complete. Sqmt.

24 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.(A) Foundation, footings, base of

column etc. and mass concrete, Sqmt.

24.1 (B) (i) Flat surfaces such as soffits of supspened floors slabs

Landings and the like Floor etc. up to 200 mm in thickness, Sqmt.

(ii) Floor etc.above to 200 mm in thickness, Sqmt.

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

like including attached buttresses & string course & the like.,

24.3 (G) Columns, pillars post and strusts 1] Squa rerectangular

polygonalin plam, Sqmt.

[2] Circular or curved in plan Sqmt.

24.4 (H) [1] Sides and soffits of beams, beam haunchings, cantilever,

girders bressumers and lintel not exceeding 1 m in depth Sqmt.

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

bressumers and lintel not exceeding 1 m in depth, Sqmt.

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

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

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

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

edges. and Sqmt.

25 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) Plain grill Kg

25.1 (B) Oranamental grill Kg

26 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.

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

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I. No. Description Unit Rate

27 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

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

28 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 (I) Cement mortar

1:3 (1 cement: 3 sand) Sqmt.

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

29 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

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

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

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

31 (A) Extra over providing and mixing water proofing materials in 50kg of

cement mortar in proporation recommended by the manufacture cement

32 Extra over plastering on ceiling and soffits of stair upto floor two level 50kg of

instead of plastering on wall cement

33 20mm thick sand faced cement plaster on walls upto height

metres 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.

34 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 thereof Sqmt.

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

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

36 Demolation and disposal or unserviceable materials with all lead and

lift (i) Lime concrete and Cu.m.

Demolation and disposal or unserviceable materials with all lead and

lift (ii) Unreinforced cement concrete Cu.m.

37 Demolation including stacking of serviceable material and disposal or

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

38 Demolation of brick work and stone masonary including stacking of

serviceable material and disposal or unserviceable materials with all

lead and lift (i) In Lime mortar. Cu.m.

38.1 (ii) In cement mortar Cu.m.

39 Demolation of terrace including stacking of serviceable material and

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

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

serviceable material and disposal or unserviceable materials with all

lead and lift sq.m

41 Dismentling of wood floors including stacking of serviceable material

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

42 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.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

43 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

43.1 [A] 20mm Meter

43.2 [B] 25mm Meter

43.3 [C] 32mm Meter

44 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.

44.1 [D] 40mm Meter

44.2 [E] 50mm Meter

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

weight not less than 35kg Each

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

10 graded stone aggregate 40mm nominal size] bedding for

stoneware pipes of following internal diametar with necessary from

work and curing complete

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

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

47 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

48 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

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

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

49 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 1:3 (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 [

cement :5 coarse sand]

49.1 [1] A type depth 0.90 metre for 150mm diameter sewer Each

49.2 [2] B type depth 1.50 metre for 150mm diameter sewer Each

49.3 [3] C type depth 2.25 metre for 150mm diameter sewer Each

49.4 [4] D type depth 3.15 metre for 150mm diameter sewer Each

50 [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

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

depth of 0.1m or part thereof over item 24.27 [ii] For depth from

1.50m to 2.25m Each

52 [iii] Extra rate for constructing B.B. masonary for every additional

depth of 0.1m or part thereof over item 24.27 [iii] For depth from

2.25m to 3.15m Each

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

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

depth of 0.1m or part thereof over item 24.27 [iv] For depth above

54 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

55 Constructing brick masonry road gully chamber 500mm x 450mm x

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

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

775mm with vertical grating chamber Each

57 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. complete [i] Inside diamensions

455mm x 610mm and 450mm deep for single pipe line, Each

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

pipe line with one or two inlets Each

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

pipe line with three or two inlets Each

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

450mm depth for brick masonry chamber [i] For 455mm x 610mm

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

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

59 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]

59.1 [i] 300mm dia Metre

59.2 [ii] 450mm dia Metre

59.3 [iii] 600mm dia Metre

59.4 [iv] 800mm dia Metre

59.5 [v] 900mm dia Metre

59.6 [vi] 1100mm dia Metre

59.7 [vii] 1200mm dia Metre

60 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 diameters

60.1 [i] 300mm dia Metre

60.2 [ii] 450mm dia Metre

60.3 [iii] 600mm dia Metre

60.4 [iv] 750mm dia Metre

60.5 [v] 900mm dia Metre

60.6 [vi] 1050mm dia Metre

60.7 [vii] 1200mm dia Metre

61 Dismantling the existing structure including removing and stacking

the dismantled materials as and where directed [A] R.C.C Work Cu.m.

61.1 [A] Rubble masonary Cu.m.

62 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.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

63 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.

64 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.

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

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

quarry spalls Cu.m.

66 Providing and fillings sand below RCC raft in layers including

ramming and watering complete Cu.m.

67 Providing and filling trenches of Labour charges-Excavator in rocky

strata with ordinary cement concrete M-75 Cu.m.

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

curbs including nessary as per detaileddrawing and directed Tonne

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

fabricating and setting out as per detailed drawing as directed Tonne

70 Providing and casting in situ ordinary cement concrete M 100 mix for

well steining including necessary shuttering laying vibrating and

curing complete Cu.m.

71 Providing and casting in situ ordinary cement concrete M 150 mix for

well steining including necessary shuttering laying vibration and

curing complete Cu.m.

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

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

73 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 [A] Height from

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

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

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

for coping over riding returns including fromwork curing and finishing

75 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.[A] Piers, [B] Abutment and

[C] RCC return Tonne

76 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.

77 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.

78 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.

79 Providing and casting in-situ controlled 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.

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

Kerb/kerb blocks including formwork curing and finishing, complete. Cu.m.

81 Providing and casting in situ ordinary cement concrete M-200

forKerbs/Kerb blocks including formwork, curing and finishing

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

82 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

83 ProvidingandfixinginpositionFE500DTMTforR.C.C.boredpilesasperdet

aileddrawing,includingcutting,bendinghookingtyingandweldingcomplet

eandincludingformingthecage and lowering it in position. M.T.

84 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.

84.1 Cover Nos.

84.2 House Connection chamber light duty Frame Nos.

84.3 Cover Nos.

85 Operating and Working With JCB As per the Instruction of

Nagarpalika Including All operational Costs Such as Fuel,

Transportaion, Driver, Etc all Complete Hrs.

86 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.

87 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

88 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

89 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

90 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 Trip for

as Fuel, Transportaion, Driver, Etc all Complete Tractor

91 Supplying of Healthy Labour As per the Instruction of Nagarpalika Person

92 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.

93 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 Complete Sqmt.

94 Labour Work for Gutter Cleaning with all lead and lift (Over Burden

soil remove from ext. Drainage, open the drain cover, cleaning and

stacking the ext. drain garbage and transport with all lead and lift to

compost yard as per dirction of sanitary inspector or amreli per tractor

municipalty. trip

95 Supplying of Following Sanitery items like a Broom (Savarna) ext. at

nagarpalika stores place and including cost of GST and all taxes,

transportation charges, loading, unloading, Government charges.etc

complete. The work directed by Nagarpalika Engineer in charge. No.

95.1 Trikam (Tata Make) Hatha Sathe as per directed by Nagarpalika

Engineer in charge. No.

95.2 Big Shovel (Pavada) (Tata Make) Hatha Sathe as per directed by

Nagarpalika Engineer in charge. No.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

95.3 Small Shovel (Nani Pavadi) (Tata Make) Hatha Sathe as per

directed by Nagarpalika Engineer in charge. No.

95.4 Digging Bar (Parai) 5feet Long (Tata Make) as per directed by

Nagarpalika Engineer in charge. No.

95.5 Bowl (Tagara) 16 inch Size as per directed by Nagarpalika

Engineer in charge. No.

95.6 Drag (Khanpadi) 4 feet Long Steel Hathav. as per directed by

Nagarpalika Engineer in charge. No.

95.7 Axe (Kuhadi) Hatha Sathe. as per directed by Nagarpalika

Engineer in charge. No.

95.8 Draw Hoe (Kodali) Hatha Sathe. as per directed by Nagarpalika

Engineer in charge. No.

95.9 Bamboo 10 feet Long. as per directed by Nagarpalika Engineer

95.10 32mm dia. HDPE Pipe For Drain Work. as per directed by

Nagarpalika Engineer in charge. Rmt.

95.11 Helmet Topi

Medium Quality as per directed by Nagarpalika Engineer in charge. No.

Heavy Quality as per directed by Nagarpalika Engineer in charge. No.

95.12 Safety Chasma

Medium Quality as per directed by Nagarpalika Engineer in charge. No.

Heavy Quality as per directed by Nagarpalika Engineer in charge. No.

Medium Quality as per directed by Nagarpalika Engineer in charge. No.

Heavy Quality as per directed by Nagarpalika Engineer in charge. No.

95.14 Redium Jacket

Medium Quality as per directed by Nagarpalika Engineer in charge. No.

Heavy Quality as per directed by Nagarpalika Engineer in charge. No.

95.15 Hand Gloves

Medium Quality as per directed by Nagarpalika Engineer in charge. No.

Heavy Quality as per directed by Nagarpalika Engineer in charge. No.

Medium Quality as per directed by Nagarpalika Engineer in charge. No.

Heavy Quality as per directed by Nagarpalika Engineer in charge. No.

Medium Quality as per directed by Nagarpalika Engineer in charge. No.

Heavy Quality as per directed by Nagarpalika Engineer in charge. No.

Medium Quality as per directed by Nagarpalika Engineer in

charge./sanitory inspector No.

Heavy Quality as per directed by Nagarpalika Engineer in

charge./sanitory inspector No.

Medium Quality as per directed by Nagarpalika Engineer in

charge./sanitory inspector No.

Heavy Quality as per directed by Nagarpalika Engineer in

charge./sanitory inspector No.

95.20 Flex Banner

Quality as per directed by Nagarpalika Engineer in charge./ sanitory

95.21 Flex Banner with Frame & Installation

Quality as per directed by Nagarpalika Engineer in charge./ sanitory

95.22 LED Advertisement Screen

30 Sec. Advertisement & as per directed by Nagarpalika Engineer in

charge./ sanitory inspector Month

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

95.23 Angel Cinema

30 Sec. Advertisement & as per directed by Nagarpalika Engineer in

charge./ sanitory inspector Month

95.24 Wall Painting

Quality as per directed by Nagarpalika Engineer in charge./ sanitory

95.26 Fogging Liquid

Pyrethrum Extract 2% NA (PYRETHRUM-M) (Q3 Category) inluding

rate of all tax, GST and transport with all lead and lift & Quality as per

directed by Nagarpalika Engineer in charge./ sanitory inspector Litr

Unbranded kg. (packed in Lined HDPE Bags Lme) inluding rate of all

tax, GST and transport with all lead and lift & Quality as per directed

by Nagarpalika Engineer in charge./ sanitory inspector Kg

95.28 Malathion

Unbranded kg. Malathion 5% DP inluding rate of all tax, GST and

transport with all lead and lift & Quality as per directed by Nagarpalika

Engineer in charge./ sanitory inspector Kg

95.29 Ferric Alum-ISI Mark

Alumina content: 16.00% Min Insoluble: 0.40% Max Iron Content:

0.70% Max Ph: 2.7 Min inluding rate of all tax, GST and transport

with all lead and lift & Quality as per directed by Nagarpalika Engineer

in charge./ sanitory inspector Kg

I/We am/are willing to carry out the work @ ________% Above / Below in word ..................................

and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Stamp with Signature of Contractor Engineer

Lathi Nagarpalika

Chief Officer President

Lathi Nagarpalika Lathi Nagarpalika

Contrator Sign with Stamp Engineer Chief Officer President