Construction of STP, Pond development and CD work in KSU main campus at shilaj

Name of Work:- Construction of STP, Pond development and CD work in KSU main campus at shilaj.

Bill of Quantities

Estimated Total Amount

Estimated Total Amount

ITEM Rates According to

Item of Work Quantity Unit

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

1 materials and disposing off the excavated stuff includng shoring, strutting and dewatering 1259.00 Cumt. 117.08

of any kind of soil upto any lead and lift. (a) Loose or soft Soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

2 stacking of useful materials and disposing off the excavated stuff includng shoring, 777.00 Cumt. 162.38

strutting and dewatering of any kind of soil upto any lead and lift. (a) Hard Soil

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

3 stacking of useful materials and disposing off the excavated stuff includng shoring, 352.00 Cumt. 182.94

strutting and dewatering of any kind of soil upto any lead and lift. (a) Hard Soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.

4 in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and 1038.00 Cumt. 130.39

watering upto optimum moisture content level.

Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone

5 aggregates 40 mm nominal size) and curingcomplete excluding cost of formwork in (A) 16.00 Cumt. 2680.21

Foundation and Plinth

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone

6 aggregates 40 mmnominal size) and curing 334.00 Cumt. 3005.76

complete excluding cost of formwork in (A)Foundation and Plinth

Providing and laying in position Ready Mixed M-300 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

kms having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cementconcrete work including pumping of R.M.C. from transit mixer to site of

7 laying, including the cost of centering shuttering finishing and reinforcement including cost of 49.00 Cumt. 5199.26

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

concrete, improve workability without impairing strength and durability as per direction ofthe

Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall

bemaintained) (Cement level 475 kg )(A) Foundations, footings, Base of columns and Mass

Providing and laying in position Ready Mixed M-300 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

kms having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cementconcrete work including pumping of R.M.C. from transit mixer to site of

8 laying, including the cost of centering shuttering finishing and reinforcement including cost of 113.00 Cumt. 6211.78

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

concrete, improve workability without impairing strength and durability as per direction ofthe

Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall

bemaintained) (Cement level 475 kg ) (B) Walls, from top of foundationlevel upto floor two

Providing and laying in position Ready Mixed M-300 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

kms having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cementconcrete work including pumping of R.M.C. from transit mixer to site of

9 laying, excluding the cost of centering shuttering finishing and reinforcement including cost of 35.00 Cumt. 7158.51

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

concrete, improve workability without impairing strength and durability as per direction ofthe

Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall

bemaintained) (Cement level 475 kg ) ©Slabs,landing,shelves,Balconies Lintels, Beams,

Girders and Cantilever upto floor two level.

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding and

placing in position complete upto floor two level

Masonary work using Aerated light weight concrete block having crushing strength not less

11 than 35kg/sqcm for super structure above plinth level upto floor two level in cement mortar 57.00 Cumt. 4528.57

1:5 ( 1 cement : 5fine sand ) complete as per Technical Specification

Estimated Total Amount

Estimated Total Amount

ITEM Rates According to

Item of Work Quantity Unit

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half

12 brick walls for interior plastering upto floor two level and 210.00 Sqmt. 176.58

finished even and smooth in (i) Cement mortar 1:3(1-cement:3-sand)

Providing 20 mm thick double coat mala cement plaster on interior brick / concrete work for

plastering comprising of base coat of 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and 8 mm thick top coat of cement mortar 1:2 (1

Cement : 2 Coarse sand) finished with trovel including scaffolding curing etc. complete.

Providing 20 mm thick water proof cement plaster using water proofing powder 1Kg/1bag of

cement for all floors on brick / concrete wall work using water proofing materials in C M 1: 4 (

1 cement 4 coasrse sand) including finishing with a flooting coat of neat cement slurry etc

complete for all floor. and shall be guaranteed for minimum period of 10 years after handing

over the completed building by the main contractor to be finished as directed. Stamp paper

guarantee 10 years to be furnished before receiving any payment from the client.

Finishing wall with weather proof low velocity ultima exterior emulsion paint on wall surface

15 (two coats) to give an required shape even shade after thoroughly brushing the surface to 380.00 Sqmt. 114.53

remove all dirt, and remains of loose powdered materials.etc complete for all height

Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all

type sections, in framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel primer all complete

as per the structural designs and directions of Engineer incharge.

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends

with briocks having croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total weight of cover with frame to

be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded 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.(iii) Inside dimensions

600mm x mm and 450mm deep for pipe lines with three or more inlets. (upto 10 ton)

STP on MBBR_Technology(75_KLD) PART -A, MEP WORK Planning, Designing, Detailing,

Manufacturing, Supplying,Erection, Testing and Commissioning of Sewage Treatment Plant

(STP) of 75 cu mt per day , including all electrical ,mechanical equipment, interconnected

piping, valves,pumps,instruments. Design and construction of RCC tanks i.e. oil & greace

chamber , collection tank, bio reactor tank , tube settler , chlorine contact tank and final

treated water tank with manhole cover & all other civil structure of the pump room of the

plant to complete the job. Connection of the underground sewage line to STP as well as

connection of treated water of STP to nearest drain and Bypass connection of STP to the

drain point with required civil,piping work & accesories all included in the scope of work.

Suitable size of Shade to be provided to cover up the entire STP plant. Aeration should be

provided in both Collection as well as Bio-Reactor Tank. All wetted parts should be in SS304.

18 STP should be based on MBBR Technology including primary treatment secondary treatment 1.00 Each 1916475.00

and tertiary treatment of having Multi Grade Filter, Activated Carbon Filter with necessary

chlorine contact system , Poly Electrolyte Dosing system complete to treat raw seawge from

Domestic liquid waste with output characteristics as follows : Parameter

B.O.D. (mg / Lit) : < 5 to 20 mg/Lit

C.O.D. (mg / Lit) : < 10 to 30 mg/Lit

Suspended Solids : < 25 mg/Lit

Oil & Grease (mg / Lit) : < 5 mg/Lit. It also includes operation and maintenance cost of STP

for 3 years form the actual date of completion without any extra cost

Supplying and fixing reinforced concrete 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 of

slops of I.S. 458 / 1971 Class NP3 of following internal diameter. 1800 mm dia.

Estimated Total Amount

Estimated Total Amount

ITEM Rates According to

Item of Work Quantity Unit

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

kms having continuous agitated mixer, manufactured as permix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixerof laying

20 ,excluding the cost of centering shuttering finishing andreinforcementincluding cost of 778.00 cmt 4841.03

admixtures i recommendedproportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability withoutimpairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall

bemaintained)(B) Walls, from top of foundationlevel upto floor two level

Providing formwork of sheathing steel foamwork so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in.

(C) Vertical surface such as walls (any thickness) partitions and the like including attached

buttresses & string course & the like.

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm

22 including laying in proper grede and jointing the completed as per detailed specification. 20.00 no 89.20

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with

23 M.S. flats at required spacings and frame alround, square or round bars with round headed 900.00 KG 106.23

bolts and nuts or by screws (A) Plain Grill.

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the

24 stuff, embankment as and where directed within 200meters from the end of the cutting with 1578.00 Cumt. 127.74

all required lead and lift.

Providing and fixing post and pipe railing as per detail drawing including 3(three) coats of

painting to steel works complete.

Providing & Filling farm clay or selected soil (Outside earth) in including watering with any

lead & lift as directed by EIC etc. complete

Providing pure doob (dharo )grass including watering and maintenance of the lawn for

year or more till the grass forms a thick lawn, freefrom weeds and fit for mowing including

27 supplying necessary farm clay , sludge, manure, pesticides , extra earth, disposal of rubbish, 1860.00 Smt 209.07

trench excavation and all labour with lead and lift etc. complete as directed by EIC.

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in

figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as

Estimated amount put to tender

Estimated amount put to tender Deduct………% above

Deduct………% below Net

The Contractor shall exhibit a board with detailed specification and details of work as directed

1 by the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

In alland Income

R.C.C. Itemstax

Ratewill be deducted

Analysis at Cement

Standard a sourceConsumption

while makinghas

payments of bills

been taken as per Govt. G.R.:

4 PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C.

items where there is a change as per actual mix design the cost of difference of cement consumption

have been deducted from the rate of original item at the rate of input rate mentioned in all the