Development of Heliport and Allied Building Facilities Including E&M Works at Dwarka, Gujarat

drawings, Bill of Quantities and Addenda for the sum (s) of

2. We undertake, if our Bid is accepted, to commence the Works as soon as is

reasonably possible after the receipt of the Engineer’s notice to

commence, and to complete the whole of the Works in the Contact within

the time stated in the document.

3. We agree to abide by this Bid for the period of 120 Days from the date

fixed for receiving the same, and it shall remain binding upon it and may be

accepted at any time before the expiration of that period.

4. Unless and until a formal Agreement is prepared and executed this Bid,

together with your written acceptance thereof, shall constitute a binding

contract betweenus.

5. We understand that you are not bound to accept the lowest or any tender

you may receive.

Dated this ------------------------- day of

Signature ------------------- in the capacity of ---------------------------- duly

authorized to sign bids for and on behalf of ----------------------------------(in block

capitals or typed)

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are

given to provide a common basis for bidding. The basis of payment will be the

actual quantities of work ordered and carried out, as measured by the Contractor

and verified by the Engineer and valued at the rates and prices tendered in the

priced Bill of Quantities, where applicable, and otherwise at such rates and prices

as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so

far as it is otherwise provided under the Contract, include all constructional plant,

layout, supervision, materials, erection, maintenance, insurance, profit, taxes and

duties, together with all general risks, liabilities and obligations set out or implied

in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed

to enter a rate or price shall be deemed to be covered by other rates and prices

entered in the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included

in the items provided in the priced Bill of Quantities, and where no Items are

provided the cost shall be deemed to be distributed among the rates and prices

entered for the related items of Work.

7. General direction and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to the relevant

sections of the contract documentation shall be made before entering rates or

prices against each item in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for Road and Bridge works. For building works specifications for

building are to be followed.

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause 29 of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedges and sledgehammers, or the use of

compressed air drilling for its removal, and which cannot be extracted by ripping

with a tractor of at least 150 kw with a single rear mounted heavy duty ripper.

NAME OF WORK: DEVELOPMENT OF HELIPORT AT DWARKA, GUJARAT

SUMMARY OF BILL OF QUANTITIES (BOQ)

Amount Excluding GST (Rs.)

Sr. No. Subhead

In Figures In Words

Rupees Nine crores fifteen lakhs seventy eight

1 BUILDING WORKS 9,15,78,910.28 thousand nine hundred ten and twenty eight

Rupees Ten crores Sixty Five lakhs sixty two

2 PAVEMENT WORKS 10,65,62,714.78 thousand seven hundred fourteen and seventy

eight paise only

Rupees Two crores eighty four lakhs nineteen

3 UTILITY WORKS 2,84,19,639.58 thousand six hundred thirty nine and fifty eight

Rupees Six crores thirty lakhs thirty six

4 ELECTRICAL WORKS 6,30,36,122.14 thousand one hundred twenty two and

fourteen paise only

Rupees Twenty Eight crores Ninety five lakhs

TOTAL COST OF DEVELOPMENT EXCLUDING GST 28,95,97,386.78 Ninety seven thousand three hundred eighty

six and seventy eight paise only

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Handle for doors Windows Cupboards etc. Brass 15 cms. Rupees fifty-nine and

Length thirty-two paise only

Rupees three hundred

2 1 Locks Godrej Mortice lock cover 326.27 twenty-six and twenty- Each

seven paise only

Rupees one hundred

3 79 Locks Godrej Night latch 127.12 twenty-seven and Each

twelve paise only

Rupees three hundred

4 6 S.S. Stopper 60 Cm long of ASIS 304 360.17 sixty and seventeen Each

Latch (Tadi) as per sample approved sectional flats Rupees eighty and fifty-

(Heavy) Brass 25 cms. Length one paise only

Rupees fifty and eighty-

6 53 Oil bound distemper 50.85 Kg

five paise only

Rupees eighteen and

7 4532.43 Birla or Asian acrylic lapy ( putty) 18.24 Sqm

twenty-four paise only

Rupees sixteen and

8 386.86 Birla or Asian acrylic lapy ( putty) 16.36 Sqm

thirty-six paise only

Rupees two hundred

9 60.91 Coarse sand 279.3 seventy-nine and thirty cum

Excavation for foundation upto 1.5 m depth including

Rupees one hundred

sorting out and stacking of useful materials and disposing

10 2586.48 148.35 forty-eight and thirty- cum

off the excavated stuff upto 50 Meter lead.(B) Dense or

five paise only

Excavation for foundation upto 1.5 m depth including

Rupees two hundred

sorting out and stacking of useful materials and disposing

11 4.8 262.2 sixty-two and twenty cum

off the excavated stuff upto 50 Meter lead.(D) Soft Rock

Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including Rupees five hundred

12 20.59 sorting out and stacking of useful materials and disposing 591.68 ninety-one and sixty- cum

off the excavated stuff upto 50 Meter lead.(E) Hard Rock eight paise only

Excavation for foundation for depth from 1.5 m to 3.0 m

Rupees one hundred

including sorting out and stacking of useful materials and

13 3644.35 160.95 sixty and ninety-five cum

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m

Rupees two hundred

including sorting out and stacking of useful materials and

14 527.23 284.63 eighty-four and sixty- cum

disposing off the excavated stuff upto 50 Meter lead. (D)

three paise only

Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m

Rupees six hundred

including sorting out and stacking of useful materials and

15 90.89 614.1 fourteen and ten paise cum

disposing off the excavated stuff upto 50 Meter lead.(E)

Filling available excavated earth (excluding rock) in

Rupees one hundred

trenches. plinth, sides of foundations etc. in layers not

16 4827.26 129.1 twenty-nine and ten cum

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

Rupees four hundred

Filling in plinth with sand under floors including watering

17 437.94 455.63 fifty-five and sixty-three cum

ramming, consolidating and dressing complete

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Filling in foundation and plinth with murrum or selected Rupees two hundred

18 16.71 soil in layers of 20cm. thickness including watering, 286.2 eighty-six and twenty cum

ramming and consolidating etc. complete. paise only

Surface dressing of the ground including removing

vegetation and inequalities not exceeding 15 cm deep

and disposal of rubbish, lead up to 50 m and lift up to

Rupees twenty-eight and

310.48 All kinds of soil 28.16 sqm

sixteen paise only

Carring out plinth treatment to post construction /

existing structure by spraying chemical solution for

termite control treatment including labour and material

consistment with I.S.I specification. Using Chlordene and

Rupees one hundred

Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration

20 2123.67 123.05 twenty-three and five smt

Weight one percent is recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1 % concrentration

inclusive of one litre chemical emulsion appication at the

rate of 5 Litre chemical / Sqm of surface is recommended

Carrying out wall treatment for termite control including

spraying with chemical solution in oil base including

labour and material Using Chlorpyriphos 20 ECAs per IS

6313 part - II (1% concentration by mass) is

Rupees forty-one and

21 1589.16 recommended i.e one litre chemical emulsion diluted 41.9 smt

ninety paise only

with 19 liter oil base. Total solution will be 20 liters

inclusive of one liter chemical emulsion application at

the rate of 7.5 litre chemical / Sqm of surface is

recommended as per I.S

Providing and laying cement concrete 1:4:8 (1- Cement :

Rupees two thousand six

4- coarse sand : 8- hand broken stone aggregates 40 mm

22 440.51 2653.67 hundred fifty-three and cum

nominal size) and curing complete excluding cost of

sixty-seven paise only

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:2:4 (1- Cement : Rupees three thousand

2- Coarse sand : 4- graded stone aggregates 20 mm six hundred forty-one

nominal size) and curing complete excluding cost of and ninety-three paise

formwork in (A) Foundation and Plinth only

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

Rupees three thousand

mm nominal size) and curing complete excluding cost of

24 2.51 3993.1 nine hundred ninety- cum

formwork and reinforcement for reinforced concrete

three and ten paise only

work in (B) Slabs, landing, shelves, Balconis , Lintels,

Beams, Girders and Cantilever upto floor two level.

Providing TMT Bar FE 500D reinforcement for R.C.C.

Rupees seventy-five and

25 431694.64 work including bending, binding and placing in position 75.46 kg

forty-six paise only

complete upto floor two level

Providing and laying damp proof course 25mm thick

Rupees three hundred

cement concrete 1:2:4 (1-Cement : 2 coarse sand :

26 106.65 303.6 three and sixty paise sqm

stone aggregate 10 mm nominal size) and curing

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Making plinth protection 50mm thick of cement concrete

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from

natural sources : 6 graded stone aggregate 20 mm

Rupees six hundred

nominal size derived from natural sources) over 75mm

27 276.43 617.88 seventeen and eighty- sqm

thick bed of dry brick ballast 40 mm nominal size, well

eight paise only

rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing &

finishing the top smooth

Providing and laying damp proof course 25mm thick

Rupees three hundred

cement concrete 1:2:4 (1-Cement : 2 coarse sand :

28 150.3 303.6 three and sixty paise Sqm

stone aggregate 10 mm nominal size) and curing

Extra for providing and mixing water proofing material in Kg per

Rupees forty-eight and

29 82.22 Cement concrete in mix proportion recommended by the 48.67 Quintal of

sixty-seven paise only

manufacturers. Cement

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and Rupees four thousand

30 1803.94 reinforcement for reinforced concrete work in (A) 4218.66 two hundred eighteen cum

Foundations, footings, Base of columns and Mass and sixty-six paise only

Providing and laying controlled cement concrete M.250

Rupees four thousand

and curing complete excluding the cost of formwork and

31 46.01 4500.51 two hundred eighteen cum

reinforcement for reinforced concrete work in (B) Walls,

and sixty-six paise only

from top of foundation level upto floor two level

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and Rupees four thousand

31 1102.09 reinforcement for reinforced concrete work in (C) 4476.69 four hundred seventy-six cum

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and sixty-nine paise only

and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250 Rupees four thousand

and curing complete excluding the cost of formwork and five hundred seventy-

reinforcement for reinforced concrete work in (D) four and fifty-three paise

Columns, Pillars posts and struts, upto floor two level. only

Brick work using common burnt clay building bricks

Rupees four thousand

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

33 966.06 4011.66 eleven and sixty-six cum

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

: 5 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks Rupees three thousand

having crushing strength not less than 35 kg./Sq.Cm. in nine hundred eighty-one

foundation and plinth in Cement Mortar 1:6 (1- Cement : and twenty-one paise

6 -fine sand)(B) Conventional only

Rupees two hundred

Extra for brick work in superstructure above plinth level

35 1060.29 265.65 sixty-five and sixty-five cum

upto floor two level (B) Conventional

(i) Half brick masonry in common brunt clay building

Rupees five hundred

bricks having crushing strength not less than

36 319.82 593.9 ninety-three and ninety sqm

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in foundation and plinth (B) Conventional

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Extra for half brick masonry in superstructure above Rupees fifty-one and

plinth level upto floor two level. (B) Conventional thirty-two paise only

Designing, fabricating, testing, installing and fixing in

position Curtain Wall with Aluminium Composite Panel

Cladding, with open grooves for linear as well as

curvilinear portions of the building , for all heights and all

levels etc. including:

(a) Structural analysis & design and preparation of shop

drawings for pressure equalisation or rain screen

principle as required, proper drainage of water to make it

watertight including checking of all the structural and

Rupees four thousand

functional design.

38 360.77 4250.0424 two hundred fifty and Sqm

(b) Providing, fabricating and supplying and fixing panels

four paise only

of aluminium composite panel cladding in pan shape in

metalic colour of approved shades made out of 4mm

thick aluminium composite panel material consisting of

3mm thick FR grade mineral core sandwiched between

two Aluminium sheets (each 0.5mm thick).

The aluminium composite panel cladding sheet shall be

coil coated, with Kynar 500 based PVDF / Lumiflon based

fluoropolymer resin coating of approved colour and

shade on face # 1 and polymer (Service) coating on face

(c) The fastening brackets of Aluminium alloy 6005 T5 /

MS with Hot Dip Galvanised with serrations and serrated

washers to arrest the wind load movement, fasteners, SS

316 Pins and anchor bolts of approved make in SS

Nylon separators to prevent bi-metallic contacts all

complete required to perform as per

specification and drawing The item includes cost of all

labour component, the cost of all mock ups at site, cost

samples of the individual components for testing in an

approved laboratory, field tests on the assembled

working curtain wall with aluminium composite panel

cladding, cleaning and protection of the curtain wall with

aluminium composite panel cladding till the handing over

of the building for occupation. Base frame work for ACP

cladding is payable under the relevant aluminium item.s

The Contractor shall provide curtain wall with aluminium

composite panel cladding, having all the performance

characteristics all complete , as per the Architectural

drawings, as per item description, as specified, as per the

approved shop drawings and as directed by the Engineer-

in-Charge. However, for the purpose of payment, only

the actual area on the external face of the curtain wall

with Aluminum Composite Panel Cladding (including

width of groove) shall be measured in sqm. up to two

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and Rupees one hundred

39 2731.96 centering below supporting floor to ceiling not exceeding 170.1 seventy and ten paise Sqm

4 M. and removal of the same for in situ reinforced only

concrete and plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass concrete.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees two hundred

centering below supporting floor to ceiling not exceeding

40 289.64 233.1 thirty three and ten Sqm

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 formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

Rupees two hundred

centering below supporting floor to ceiling not exceeding

41 797.02 248.85 forty-eight and eighty- Sqm

4 M. and removal of the same for in situ reinforced

five paise only

concrete and plain concrete work in. (B) Flat surfaces

such as soffits of supspened floors slabs Landings and

the like. (1) Floors etc. upto 200 mm in thickness.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees two hundred

centering below supporting floor to ceiling not exceeding

42 3587.58 297.68 ninety-seven and sixty- Sqm

4 M. and removal of the same for in situ reinforced

eight paise only

concrete and plain concrete work in. (G) Columns

PillarsPosts and struts. (1) Square Rectangular Polygonal

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. height of propping and Rupees three hundred

43 275.3 centering below supporting floor to ceiling not exceeding 384.3 eighty-four and thirty Sqm

4 M. and removal of the same for in situ reinforced paise only

concrete and plain concrete work in. (G) Columns

PillarsPosts and struts. (2)Circular or curved in Plan.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees one hundred

centering below supporting floor to ceiling not exceeding

44 4761.02 193.73 ninety-three and seventy- Sqm

4 M. and removal of the same for in situ reinforced

three paise only

concrete and plain concrete work in. (H) (1) Sides and

soffits of Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in Depth

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees sixty-six and

45 155.13 centering below supporting floor to ceiling not exceeding 66.63 Sqm

sixty-three paise only

4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (I) Edges of slabs

and Breaks in floors and walls.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

Rupees two hundred

centering below supporting floor to ceiling not exceeding

46 2675.76 248.85 forty-eight and eighty- Sqm

4 M. and removal of the same for in situ reinforced

five paise only

concrete and plain concrete work in. (B) Flat surfaces

such as soffits of supspened floors slabs Landings and

the like. (1) Floors etc. upto 200 mm in thickness.

Extra for Providing formwork with sheathing steel sheets

Rupees ninety-four and

47 2039.99 so as to give a fair finish in (A) Foundations, Footings, 94.02 Sqm

Bases of Columns etc. and Mass concrete

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (B)Flat surfaces such as soffits Rupees ninety-four and

of slabs Landings and the like. (1) Floors etc. upto two paise only

200mm in thickness.

Extra for Providing formwork with sheathing steel sheets

Rupees ninety-four and

49 2937.83 so as to give a fair finish in (G) Columns, Pillars, Posts and 94.02 Sqm

struts. (1) Square, Rectangular or polygonal in plan.

Extra for Providing formwork with sheathing steel sheets

Rupees ninety-four and

50 275.3 so as to give a fair finish in (G) Columns, Pillars, Posts and 94.02 Sqm

struts. (2) Circular or curved in plan

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (H)(1) Sides and soffits of Rupees ninety-four and

Beams, Beam Haunchingscantilevers Girders, Bressumers two paise only

and Lintels not exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets

Rupees ninety-four and

52 155.13 so as to give a fair finish in (I) Edges of slabs and Breaks 94.02 Sqm

in floors and walls.

Extra for additional height of propping and centering

where the height of propping and centering exceeds 4 .O Rupees three hundred

53 1125.99 M between supporting floor to ceiling including 386.48 eighty-six and forty-eight Sqm

temporary brick or stone pillars for supporting as paise only

required. (i)Height more than 4.0 M.and upto 5.0 M.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (C)Vertical surface such as Rupees ninety-four and

walls (anythickness) partitions & lime including attached two paise only

pilasters buttresses plinth & string course & like

Smooth finishing of the exposed surface of R.C.C. work Rupees two hundred

55 149.48 with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine 247.75 forty-seven and seventy- Sqm

sand). five paise only

Providing and fixing sheet covering over expansion joints Rupees four hundred

56 346.67 with iron screws as per design. Aluminium fluted strips 468.05 sixty-eight and five paise Sqm

3.15 mm thick. 150 mm wide only

Providing and fixing ISI marked flush door shutters

conforming to IS : 2202 (Part I) decorative type, core of

block board construction with frame of 1st class hard

wood and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers on both

faces of shutters.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Rupees three thousand

35 mm thick including ISI marked Stainless Steel butt

1.89 3045.9 forty-five and ninety Sqm

hinges with necessary screws

Extra for providing lipping with 2nd class teak wood

Rupees three hundred

battens 25 mm minimum depth on all edges of flush

58 63.63 381.26 eighty-one and twenty- Sqm

door shutters (over all area of door shutter to be

Providing and fixing IS : 12817 marked stainless steel

butt hinges (heavy weight) with stainless steel screws

etc. complete :

Rupees one hundred

28 125x64x2.50 mm 107.08 seven and eight paise Each

Providing and fixing bright finished brass tower bolts

(barrel type) with necessary screws etc. complete :

Rupees three hundred

16 250x10 mm 387.2 eighty-seven and twenty Each

Providing and fixing bright finished brass 100 mm

Rupees seven hundred

mortice latch and lock with 6 levers and a pair of lever

61 2 704.75 four and seventy-five Each

handles of approved quality with necessary screws etc.

Providing and fixing aluminium extruded section body

tubular type universal hydraulic door closer (having

Rupees eight hundred

brand logo with ISi, IS : 3564, embossed on the body,

62 14 810.72 ten and seventy-two Each

door weight upto 36 kg to 80 kg and door widfrom

mm to 1000 mm), with double speed adjustment with

necessary accessories and screws etc. complete.

Providing and fixing aluminium die cast body tubular

type universal hydraulic door closer (having brand logo Rupees nine hundred

63 14 with ISI, IS : 3564, embossed on the body, door weight 927.56 twenty-seven and fifty- Each

upto 35 kg and door width upto 700 mm), with necessary six paise only

accessories and screws etc. complete.

Providing and fixing chromium plated brass handles with

necessary screws etc. complete:

64 Rupees one hundred

14 125 mm 190.53 ninety and fifty-three Each

Providing and fixing aluminium sliding door bolts, ISI

marked anodised (anodic coating not less than grade AC Rupees two hundred

65 84 10 as per IS : 1868), transparent or dyed to required 265.89 sixty-five and eighty- Each

colour or shade, with nuts and screws etc. complete : nine paise only

Providing and fixing aluminium tower bolts, ISI marked,

anodised (anodic coating not less than grade AC 10 as Rupees ninety-four and

per IS : 1868 ) transparent or dyed to required colour or ninety-five paise only

shade, with necessary screws etc. complete : 250x10 mm

Providing and fixing aluminium tower bolts, ISI marked,

anodised (anodic coating not less than grade AC 10 as Rupees sixty-eight and

per IS : 1868 ) transparent or dyed to required colour or seven paise only

shade, with necessary screws etc. complete : 150x10 mm

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing aluminium handles, ISI marked,

Rupees one hundred

anodised (anodic coating not less than grade AC 10 as

68 109 131.61 thirty-one and sixty-one Each

per IS : 1868) transparent or dyed to required colour or

shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door

stopper, ISI marked, anodised (anodic coating not less

Rupees fifty-nine and

69 55 than grade AC 10 as per IS : 1868) transparent or dyed to 59.66 Each

sixty-six paise only

required colour and shade, with necessary screws etc.

complete. Twin rubber stopper

Providing and fixing factory made uPVC door frame made

of uPVC extruded sections having an overall dimension

as below (tolerance ±1mm), with wall thickness 2.0 mm

(± 0.2 mm), corners of the door frame to be Jointed with

galvanized brackets and stainless steel screws, joints

mitred and Plastic welded. The hinge side vertical of the

frames reinforced by galvanized M.S. tube of size 1 9 X

70 9 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos.

stainless steel hinges fixed to the frame complete as per

manufacturer’s specification and direction of Engineerin-

Rupees two hundred

713.25 Extruded section profile size 42x50 mm 273.23 seventy-three and Each

twenty-three paise only

Providing 40x5 mm flat iron hold fast 40 cm long

including fixing to frame with 10 mm diameter bolts,

nuts and wooden plugs and embedding in cement Rupees two hundred

concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 and sixty-six paise only

coarse sand : 6 graded stone aggregate 20mm nominal

Providing and fixing panic bar / latch (Double point) Rupees six thousand

fitted with a single body, Trim Latch & Lock on back side eight hundred ninety-

of the Panic Latch of reputed brand and manufacture to eight and eighty-one

be approved by the Engineer- in- charge, all complete. paise only

Providing and fixing bright /matt finished Stainless Steel

handles of approved quality & make with necessary

screws etc all complete.

Rupees one hundred

14 125 mm 104.52 four and fifty-two paise Each

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing 304 - grade stainless steel hand rails

of 14-gauge pipes for Ramps staircase made out of

stainless steel hallow pipes, using 50mm dia for verticals

@1.60 mtr c/c fixed tot he ramps or steps by drilling with

bolts and 100mm dia MS base plates 10mm gauge for

fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia

pipes fixed horizontally for 2-rows top, one pipes fixed

with vertical pipes another one fixed with elbows and

Rupees six hundred

25mm dia pipes are fixed horizontally for 2-rows below

74 5025.81 636.93 thirty-six and ninety- Meter

top measure @ equal intervals including cutting, welding,

three paise only

bending wherever necessary with suitable caps @ tops,

bottoms & corners finishing with mat / shining etc.,

complete including cost and conveyance of all materials,

labour for all items of work, HOM with all lead and lift,

loading and unloading, transportation charges and all

other incidental charges etc., complete as per

specification and directions of the Engineer-in-charge of

the work. Ramps or Staircase for physically challenged.

Providing and fixing carbon steel galvanised ( minimum

coating 5 micron) dash fastener of 10 mm dia double

threaded 6.8 grade (yield strength 480 N/mm2), counter

75 sunk head, comprising of 10 mm dia polyamide PA

grade sleeve, including drilling of hole in frame

concrete/ masonry, etc. as per direction of Engineer-in-

Rupees one hundred

65 10 x 60 mm 114.95 fourteen and ninety-five Each

Rupees one hundred

65 10 x 80 mm 120.69 twenty and sixty-nine Each

Rupees one hundred

1435 10 x 120 mm 140.97 forty and ninety-seven Each

Rupees one hundred

65 10 x 140 mm 159.75 fifty-nine and seventy- Each

five paise only

Rupees one hundred

65 10 x 160 mm 196.84 ninety-six and eighty- Each

four paise only

Providing and fixing 35 mm thick shutters for Doors,

Rupees three thousand

windows and clear story windows including anodised

76 1.89 3211.96 two hundred eleven and Sqm

alluminium butt hinges with necessary screws. (A) Indian

ninety-six paise only

Teak Wood (ii) Fully Glazed.

Providing and fixing hard drawn steel wire fabric 75mm x

Rupees seven hundred

25mm mesh or weight not less than 7.75 kg. per Sq.M. to

77 14.4 754.65 fifty-four and sixty-five Sqm

window frames etc. including 60 x 20mm beading of teak

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and Rupees three thousand

78 61.11 clearstory windows including anodised alluminium 3459.09 four hundred fifty-nine Sqm

Butthinges with necessary screws and indian teak wood and nine paise only

shutters with. (A) Plywood sheet panels.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing Fly proof galvanised M.S. wire gauge

Rupees six hundred sixty-

of I.S.l gauge designation 85 G. with wire of dia.0.56 mm

79 6 663.31 three and thirty-one Sqm

to windows and celevating windows including 60 x

20mm beading of teak wood.

Steel work, riveted in built up sections framed work

Rupees six thousand five

including cutting, hoisting, fixing in position and applying

80 168.64 6529.86 hundred twenty-nine q

a priming coat of red lead paint. (D) In trussses and

and eighty-six paise only

trussed purlins, upto 25 M. span and 15 M ovarall height.

Steel work, welded in built up sections framed work

Rupees eight thousand

including cutting, hoisting, fixing in position and applying

nine hundred fifty-eight

81 99.36 a priming coat of red lead paint. (D) In trussses and 8958.28 q

and twenty-eight paise

trussed purlins, upto 25 M. span and 15 M. ovarall

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying Rupees eight thousand

82 97.89 a priming coat of red lead paint. (D) In trussses and 8831.03 eight hundred thirty-one q

trussed purlins, upto 25 M. span and 15 M. ovarall and three paise only

Rupees six hundred

Providing and fixing 27.5 cm. long wire spring grade No.2

83 1 630.91 thirty and ninety-one Each

of approved make for rolling shutters.

Rupees one hundred

Providing and fixing Hood cover for rolling shutters (A)

84 2.1 120.03 twenty and three paise Rmt

Shutters having width below 3.5 meters

Fixing standard steel Doors, windows and ventilatos in

walls with 16 x 3.15 mm longs 10 cm. long embeded in

Rupees two hundred

Cement Concrete block 15 x 10 x 10 of 1:3:6 (1- Cement :

85 2.52 229.95 twenty-nine and ninety- Sqm

3-coarse sand : 6-graded stone aggregate of 20mm size )

five paise only

cost for supply of door/ window/ ventilators shall be

paid separately.

Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 127mm x

38.10mm x 1.35mm @wt. 1.384kg/m, horizontal Four

track member size 122.20mm x 31.75mm x 1.10mm@ wt

1.205 kg/m, vertical member of size 122.20mm x

31.75mm x 1.50mm @1.398 kg/mt with sliding shutters Rupees two thousand

86 3.09 of horizontal member size 40mm x 18mm x 1.29mm@ 2119.14 one hundred nineteen Sqm

0.456kg/mt ,vertical member of size 40mm x 18mm x and fourteen paise only

1.29mm @ 0.456 kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the Rupees three thousand

ends by end locks mounted on specially designed pipe four hundred sixty-eight

shaft with bracket plates, guide channels and and seventy-two paise

arragements for inside and outside locking withpush-pull only

operation including the cost of hood cover and spring

etc. complete.(A) Shutters having width below 3.5 M

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing concertina coil fencing with punched

tape concertina coil 600 mm dia 10 metre openable

length ( total length (90 m), having 50 nos rounds per

metre length, upto 3 m height of wall with existing angle

iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with

horizontal R.B.T. reinforced barbed wire, stud tied with Rupees three hundred

88 1306 G.I. staples and G.I. clips to retain horizontal, including 309.89 nine and eighty-nine Meter

necessary bolts or G.I. barbed wire tied to angle iron, all paise only

complete as per direction of Engineer-in-charge, with

reinforced barbed tape(R.B.T.) / Spring core (2.5mm

thick) wire of high tensile strength of 165 kg/ sq.mm with

tape (0.52 mm thick) and weight 43.478 gm/ metre (Cost

of M.S. angle, C.C. blocks shall be paid separately)

Fixing metallic mortice night latches with necassary

screws including making necessary holes in wooden door Rupees ninety-one and

shutter etc. complete (Mortice night latches and screw to sixty-seven paise only

be paid under separate items)

Fixing Metallic tower bolts of sizes with necessary screws

Rupees forty-eight and

90 2 etc. complete (Tower bolts and screws to be paid under 48.51 Each

fifty-one paise only

separate items)

Fixing metallic door latches of sizes with necessary

Rupees six and forty-

91 2 screws etc. complete (Door latches and screws to be paid 6.47 Each

seven paise only

under separate items)

Fixing metallic floor door stoppers of sizes with rubber

cushion screws etc. to suit shutter thickeness complete Rupees four and ten

(Floor door stopper with rubber cushion and screws to paise only

be paid under separate items)

Fixing metallic door handles or knobs for mortice locks

Rupees three and sixty-

93 1 with necessary screws etc. complete (Door handles 3.63 Each

three paise only

/knobs and screws to be paid spearately)

Providing and laying Vitrified tiles 8 to 10 mm thick , 24''

Rupees one thousand

x 24'' in flooring treads of steps and landing laid on a bed

94 78.31 1062.5 sixty-two and fifty paise sqm

of 12mm thick cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in white cement.

Providing and laying Vitrified tiles 8 to 10 mm thick , in Rupees one thousand

skrting risers of steps and dedo on 10mm thick cement five hundred twenty-

plaster 1:3 (1-cement : 3-coarse sand) and jointed with three and sixty-one

white cement slurry paise only

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 - Rupees nine hundred

96 9 coarse sand) laid over and jointed with grey cement 956.03 fifty-six and three paise sqm

slurry mixed with pigment to match the shade of slab only

including rubbing and polishing etc. complete. (A)25mm

Providing and laying polished kota stone slab 25mm thick

in risers of steps,skirting Dedo and pillars laid on 10mm

Rupees one thousand

thick cement mortar 1:3 (1-Cement : 3 coarse sand) and

97 21.54 1078.88 seventy-eight and eighty- sqm

jointed with gray cement slury mixed with pigment to

eight paise only

match the shade of slab including rubbing and polishing

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

P & L 24" x 24" vitrified 8 mm thick tile flooring over

mm (average) base of cement mortar 1:6 ( 1 cement:

Rupees one thousand

coarse sand) on new surface or fixing on existing flooring

three hundred eighty-

98 3.6 by adhesive material including dismentaling of existing 1383.99 sqm

three and ninety-nine

flooring and jointed with color cement slurry including

finised with flush pointing & cleaning the surface etc.

complete for antiskit

P & L 24" x 24" vitrified 8 mm thick tile flooring over

mm (average) base of cement mortar 1:6 ( 1 cement:

coarse sand) on new surface or fixing on existing flooring Rupees one thousand

99 643.16 by adhesive material including dismentaling of existing 1392.3 three hundred ninety- sqm

flooring and jointed with color cement slurry including two and thirty paise only

finised with flush pointing & cleaning the surface etc.

complete for light shade

Providing and laying cement concrete flooring 1:2:4 (1-

Rupees three hundred

cement : 2-coarse sand : 4-graded stone aggregate

100 522.78 319.73 nineteen and seventy- sqm

20mm nominal size) laid in one layer and finished with a

three paise only

floating coat of neat cement. (B) 50mm thick.

Providing gola 75x75 mm in cement concrete 1:2:4 (1

Rupees two hundred

cement : 2 coarse sand : 4 stone aggregate 10 mm and

101 347.25 251.63 fifty-one and sixty-three Meter

down gauge), including finishing with cement mortar 1:3

(1 cement : 3 fine sand) as per standard design :

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999 of approved

make for drainage system pipe line, pipe shall be jointed

Rupees eight hundred

with each other with rubber lubricant, pipe shall be fixed

102 464.71 826.88 twenty-six and eighty- Meter

on wall using of PVC clamp of the size 110 mm diametre

eight paise only

x 149 mm length x 145 mm heigh at every 2000 mm

center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials

Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement :

coarse sand : 4 graded stone aggregate of 20 mm Rupees two hundred

103 48 nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, 245.94 forty-five and ninety- Each

finished with 12 mm cement plaster 1:3 (1 cement : 3 four paise only

coarse sand) and a coat of neat cement, rounding the

edges and making and finishing the outlet complete.

Providing and fixing to the inlet mouth of rain water pipe

Rupees forty-seven and

104 32 cast iron grating 15 cm diameter and weighing not less 47.96 Each

ninety-six paise only

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing Gl Clip in Metal Ceiling System of

600x600 mm module which includes providing and fixing

'C' wall angle of size 20x30x20 mm made of 0.5 mm thick

pre painted steel along the perimeter of the room with

help of nylon sleeves and wooden screws at 300 mm

center to centre, suspending the main C carrier of size

10x38x10 mm made of G.I steel 0.7 mm thick from the

soffit with help of soffit cleat 37x27x25x1.6 mm, rawl

plugs of size 38x12 mm and C carrier suspension clip and

main carrier bracket at 1000 mm c/c. Inverted triangle

shaped Spring Tee having height of 24 mm and width of

34 mm made of Gl steel 0.45 mm thick is then fixed to

the main C carrier and in direction perpendicular to it at

600 mm centers with help of suspension brackets.

Wherever the main C carrier and spring T have to join, C

carrier and spring T connectors have to be used. All

sections to be galvanized @ 120 gms/sqm (both side

inclusive), fixing with clip in tiles into spring T with :

GI Metal Ceiling Clip in plain Beveled edge global white

color tiles of size 600x600 and 0.5 mm thick with 25 mm

Rupees one thousand

height, made of G I sheet having galvanizing of 100 gms/

343.15 1832.04 eight hundred thirty-two sqm

sqm (both sides inclusive) and electro statically polyester

and four paise only

powder coated of thickness 60 microns (minimum),

including factory painted after bending.

Providing & fixing at all heights, levels and locations Mill

finish Aluminium alloy roofing sheets of alloy IS

designation 31500, temper Hx8 conforming to IS 737 and

dimensions as per IS code 2676 with characteristics of

good formability and corrosion resistance. The profile

sheets shall be fixed to truss members in slope or

required pitch or curvature with Hex cap headed self

drilling/tapping Stainless steel screws M6, 50 mm long

with 3 mm EPDM seal washer etc. all inclusive of labour,

scaffolding, T&P and sundries etc. complete as per

directions of the Engineer-In-Charge. (Cost of truss/frame

work shall be paid separately).

0.71 mm, Aluminium troughed profile with centre to Rupees one thousand

126.9 centre pitch of 200 mm, depth of 32 mm, overall profile 1098.42 ninety-eight and forty- sqm

width 1092 mm, cover width 1000 mm. two paise only

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing eco-friendly light weight calcium

silicate false ceiling tiles having Tegular edge & 15 mm

Thick Densified edges on the Tile Periphery for Extra

Strength The Light weight calcium silicate ceiling tiles

shall have , light reflection 85% non-combustible as per

B.S. 476 part IV, 100% humidity resistance and also

having thermal conductivity0.043° w/m KC.for the best

thermal Insulation . The Light weight calcium Silicate tile

shall be of approved texture Fine fissured/

Spintone/Cosmos having NRC value of 0.5 & Globe

having NRC value of 0.75 NRC or equivalent of size 595 X

595 mm to be laid on true horizontal level suspended

inter locking metal grid of hot dipped galvanized steel

Rupees one thousand six

sections (galvanizing @120 grams per sqm including both

107 21.28 1632.63 hundred thirty-two and sqm

side) consisting of main ‘T’ runner suitably spaced at

sixty-three paise only

joints to get required length and size of 24X38mm made

from 0.30 mm thick (minimum) sheet, 1200mm centre to

centre, and cross ‘T’ of size 24X28mm made out of

0.33mm (Minimum) sheet spaced 1200mm along spaced

between main ‘T’ at 600mm centre to centre to form a

grid of 1200X600mm and secondary cross ’T’ of length

600mm and size 24x28mm made of 0.30 mm thick

(Minimum) sheet to be interlocked at middle of the

1200X600mm panel to form grid of size 600X600mm

resting on periphery walls/partitions on a perimeter wall

angle pre-coated steel of size (24X24X3000mm made of

0.40mm thick (minimum) sheet with the help of rawl

plugs at 450mm centre to centre with 25mm long dry

Providing 10mm thick cement plaster in single coat on

Rupees one hundred

brick/concrete walls for interior plastering upto floor two

108 1965.54 127.58 twenty-seven and fifty- sqm

level and finished even and smooth in (i)Cement mortar

eight paise only

1:3 (1-cement:3-sand)

Providing 10mm thick cement plaster in single coat on

Rupees one hundred

brick/concrete walls for interior plastering upto floor two

109 32.91 114.98 fourteen and ninety- sqm

level and finished even and smooth in (ii) Cement mortar

eight paise only

1:4 (1-cement :4-sand)

Providing 15mm thick cement plaster in single coat on

Rupees one hundred

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

110 108.57 151.68 fifty-one and sixty-eight sqm

interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

Providing 20mm thick cement plaster in single coat on

Rupees one hundred

single or half brick walls for interior plastering upto floor

111 6539 166.95 sixty-six and ninety-five sqm

two level and finished even and smooth in (iii) Cement

mortar 1:6 (1-cement:6-sand)

6 mm cement plaster of mix :

Rupees two hundred

1060.05 1:3 (1 cement : 3 fine sand) 263.44 sixty-three and forty- sqm

four paise only

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Distempeing (Two coats) with oil bound washable

distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even shade,

Rupees seventy-two and

113 1045.72 over and including a priming coat with alkali resistance 72.3 sqm

thirty paise only

primer of approved brand after thoroughly brushing the

surface and other foreign matter and also including

preparing the surface even and sand parpered smooth

Extra over Item 44,45 for distempering with oil bound Rupees seven and eighty-

washable distemper on celling and sloping roofs. eight paise only

Finishing wall with water proofing cement paint of on

wall surfaces (Two coats) to give an approved brand and

Rupees fifty-seven and

115 7420.03 manufacture and of required shape even shade after 57.33 sqm

thirty-three paise only

thoroughly brushing the surface to remove all dirt and

remains of loose powered materials

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

Rupees seventy-nine

116 2237.54 surface to give an even shade including throughly 79.55 sqm

and fifty-five paise only

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

Extra over item 57 for painting with plastic emulsion Rupees five and twenty-

paint of approved brand on ceilings and sloping roofs one paise only

Rupees fifty and eighty-

118 104 Oil bound distemper 50.85 kg

five paise only

Painting two coats (excluding priming coat) on new steel

and other metal surface with enamel paint, brushing,

Rupees eighty-six and

119 624.87 interior to give an even shade including cleaning the 86.94 sqm

ninety-four paise only

surface an even shade including cleanicn the surface of

all dirt, dust and other foreign matter

Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape Rupees one hundred

120 1616.18 even shade after thoroughly brushing the surface to 113.4 thirteen and forty paise sqm

remove all dirt, and remains of loose powdered only

materials.etc complete

Applying two coats of putty & two coats of primer of

approved brand and manufacture on new wall surface to

Rupees forty and

121 4532.43 give an even shade including thoroughly brushing the 40.19 sqm

nineteen paise only

surface free from mortar dropping and other foreign

matter and sand papered smooth.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and laying water proofing treatment on roofs

of slabs by applying cement slurry mixed with water

proofing cement compound consisting of applying

(a) after surface preparation, first layer of slurry of

cement @ 0.488 kg/sqm mixed with water proofing

cement compound @ 0.253 kg/sqm.

(b) laying second layer of Fibre glass cloth when the first

layer is still green. Overlaps of joints of fibre cloth should

not be less than 10 cm

Rupees five hundred

(c) third layer of 1.5 mm thickness consisting of slurry of

121 3.6 541.03 forty-one and three sqm

cement @ 1.289 kg/sqm mixed with water proofing

cement compound @ 0.670 kg/sqm and coarse sand @

1.289 kg/sqm. This will be allowed to air cure for 4 hours

followed by water curing for 48 hours. The entire

treatment will be taken upto 30 cm on parapet wall and

tucked into groove in parapet all around.

(d) fourth and final layer of brick tiling with cement

mortar (which will be paid for separately.

For the purpose of measurement the entire treated

surface will be measured

Providing and laying water proofing treatment on roofs

of slabs by applying cement slurry mixed with water

proofing cement compound consisting of applying

(a) after surface preparation, first layer of slurry of

cement @ 0.488 kg/sqm mixed with water proofing

cement compound @ 0.253 kg/sqm.

(b) laying second layer of Fibre glass cloth when the first

layer is still green. Overlaps of joints of fibre cloth should

not be less than 10 cm

Rupees five hundred

(c) third layer of 1.5 mm thickness consisting of slurry of

122 1060.44 568.07 sixty-eight and seven sqm

cement @ 1.289 kg/sqm mixed with water proofing

cement compound @ 0.670 kg/sqm and coarse sand @

1.289 kg/sqm. This will be allowed to air cure for 4 hours

followed by water curing for 48 hours. The entire

treatment will be taken upto 30 cm on parapet wall and

tucked into groove in parapet all around.

(d) fourth and final layer of brick tiling with cement

mortar (which will be paid for separately.

For the purpose of measurement the entire treated

surface will be measured

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing aluminium work for doors, windows,

ventilators and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other

sections of approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required dia and size,

including necessary filling up the gaps at junctions, i.e. at

top, bottom and sides with required EPDM rubber/

123 neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed

mechanically wherever required including cleat angle,

Aluminium snap beading for glazing / paneling, C.P. brass

/ stainless steel screws, all complete as per architectural

drawings and the directions of Engineer-in-charge.

(Glazing, paneling and dash fasteners to be paid for

For fixed portion

Anodised aluminium (anodised transparent or dyed to Rupees four hundred

77.55 required shade according to IS: 1868, Minimum anodic 434.06401 thirty-four and six paise kg

coating of grade AC 15) only

Rupees four hundred

Powder coated aluminium (minimum thickness of

258.38 465.5 sixty-five and fifty paise kg

powder coating 50 micron)

Rupees four hundred

Polyester powder coated aluminium (minimum thickness

208 445.17 fourty-five and kg

of polyester powder coating 50 micron)

seventeen paise only

For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

124 for fixing of fittings wherever required including the cost

of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately)

Anodised aluminium (anodised transparent or dyed to Rupees five hundred

424.75 required shade according to IS: 1868, Minimum anodic 524.86 twenty-four and eighty- Kg

coating of grade AC 15) six paise only

Rupees five hundred

Polyester powder coated aluminium (minimum thickness

466.38 530.6 thirty and sixty paise Kg

of polyester powder coating 50 micron)

Providing and fixing double action hydraulic floor spring

of approved brand and manufacture conforming to IS :

6315, having brand logo embossed on the body / plate

with double spring mechanism and door weight upto

kg, for doors, including cost of cutting floors, embedding

in floors as required and making good the same matching

to the existing floor finishing and cover plates with brass

pivot and single piece M.S. sheet outer box with slide

plate etc. complete as per the direction of Engineer-in-

Rupees two thousand

With stainless steel cover plate minimum 1.25 mm three hundred twenty-

thickness eight and fifty-seven

Rupees two thousand six

5 With brass cover plate minimum 1.25 mm thickness 2600.7 hundred and seventy sqm

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Filling the gap in between aluminium frame & adjacent

RCC/ Brick/ Stone work by providing weather silicon

126 sealant over backer rod of approved quality as per

architectural drawings and direction of Engineer-in-

charge complete.

Rupees seventy-nine

791.3 Upto 5mm depth and 5mm width 79.78 and seventy-eight paise Meter

Providing and fixing aluminium tubular handle bar

mm outer dia, 3.0 mm thick & 2100 mm long with SS

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

Rupees five hundred

19 Anodized (AC 15 ) aluminium tubular handle bar 504.82 four and eighty-two Each

Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber

128 / neoprene gasket etc. complete as per the architectural

drawings and the directions of Engineer-in-charge . (Cost

of aluminium snap beading shall be paid in basic item):

Rupees one thousand

With float glass panes of 8 mm thickness (weight not less three hundred eighty-

than20kg/sqm) nine and eighty paise

Providing and fixing 12mm thick frameless toughened

glass door shutter of approved brand and manufacture,

including providing and fixing top & bottom pivot & Rupees four thousand

double acting hydraulic floor spring type fixing three hundred ninety-

arrangement and making necessary holes etc. for fixing one and seventy-nine

required door fittings, all complete as per direction of paise only

Engineer in charge (Door handle, lock and stopper etc. to

be paid separately)

Filling the gap in between aluminium/ stone/ wood

frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/

Gypsum work by providing weather/structural non sag

130 elastomeric PU sealant over backer rod of approved

quality as per architectural drawings and direction of

Engineer-in-charge complete, complying to ASTM C920,

DIN 18540F & ISO

Rupees two hundred

33.05 Upto 20 mm depth and 20 mm width 299.5 ninety-nine and fifty Meter

Providing and fixing 12 mm thick prelaminated particle

board flat pressed three layer or graded wood particle

board conforming to IS: 12823 Grade l Type ll, in

131 panelling fixed in aluminum doors, windows shutters and

partition frames with C.P. brass / stainless steel screws

etc. complete as per architectural drawings and

directions of engineerin-charge.

Rupees nine hundred

Pre-laminated particle board with decorative

35.84 919.77 nineteen and seventy- Sqm

laminationon both sides

seven paise only

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing cast iron spigot and socket soil, Rupees eight hundred

132 2 waste and ventilating pipes of the following nominal 881.64 eighty-one and sixty- Each

size.(C) 100mm dia. four paise only

Providing and fixing wsh down water closet (European

type, W.C. Pan) with integral P or S trap including jointing Rupees one thousand

133 2 the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1290.8 two hundred ninety and Each

1-fine sand) (Seal and cover to be measured and paid for eighty paise only

separately)(A) vitreous China Pattern :(i) in white colour

Providing and fixing G.I. inlet connection for flush pipe Rupees thirty-eight and

with W.C. Pan sixty paise only

Providing and fixing plastic seat and cover for wash down Rupees two hundred

135 1 water closer with C.P. brass hinges and rubber buffers. 288.45 eighty-eight and forty- Each

(B) Black plastic seal and cover. five paise only

Providing and fixing washbasin with single hole for pillar

Rupees one thousand

tap with C.I. or M.S. brackets painted white including

four hundred ninety-one

136 2 sutting holes and making good the same but excluding 1491.53 Each

and fifty-three paise

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible

Rupees three hundred

tube upto 1 metre long with S.S. triangular plate to

137 2 306.14 six and fourteen paise Each

Eureopean type W.C. of quality and make as approved by

Engineer - in - charge.

Providing and fixing 600mm x 450mm bevelled edge

Rupees eight hundred

mirrror of superior glass mounted on 6mm thick A.C.

138 1 825.48 twenty-five and forty- Each

sheet or plywood sheet and fixing to wooden pluge with

eight paise only

C.P. brass screws and washers.

Rupees four hundred

139 2 Providing and fixing toilet paper holder.(A) C.P. Brass 414.53 fourteen and fifty-three Each

Providing and fixing G.I. chain link fabric fencing of

Rupees one thousand

required width in mesh size 25x25 mm made of G.I. wire

one hundred forty-nine

140 1330.32 of dia 3 mm including strengthening with 2 mm dia wire 1149.25 Sqm

and twenty-five paise

or nuts, bolts and washers as required complete as per

the direction of Engineer-in-charge.

Providing and fixing 18 mm thick gang saw cut, mirror

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, window sills, facias

and similar locations of required size, approved shade,

colour and texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment, epoxy

touch ups, including rubbing, curing, moulding and

polishing to edges to give high gloss finish etc. complete

Granite stone slab colour black, Cherry/Ruby red

Rupees four thousand

83.33 Area of slab over 0.50 sqm 4503.55 five hundred three and Sqm

fifty-five paise only

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing Toilet cubicals with the following

Thickness of Compact Laminate : 18 mm

Color of HPL Boards: As approved by Engineer-in-charge

Size of Cubicle : As per drawing

Door Size : 1995mm (H) x 610mm (W)

Divider Size : 1995mm (H)

Overall Height Of Cubicle : 2100mm (Including boom Gap

Accessories: Standard - Merino Make Stainless Steel - Rupees thirty thousand

304 Grade accessories) only

a) SS "U" Channel

b) SS "F" channel

c) SS Coat Hook

d) SS Privacy Thumb turn c/w Occupancy Indicator

e) SS Door Knob

f) SS Hinges with Cover

g) SS Shoe Box Leg 18mm - 316 Grade

h) Rubber Lining for Groove

i) S.S.Screws 304 G & P .V.C Wall Plugs

Providing and Fixing Stainless Steel Bollar made out of

Stainless Steel of Grade 304SS With Base Plate -

mm diameter MOC Grade - SS 304 , Finish Matte , Size

Rupees one hundred

Bollard -Grade - SS 304 Height Total -1200 mm , Pipe OD -

143 12 131.83 thirty-one and eighty- Each

125 mm X2 mm , Base Plate - Size - 225 x225x5mm

three paise only

including cost of fixing with neccessary screws, nuts and

bolts complete as per direction of engineer in charge of

Providing and fixing removable raised/false access

flooring with system and its components of approved

make for different plenum height with possible height

adjustment upto 50 mm, comprising of modular load

bearing floor panels supported on G.I. rectangular stinger

frame work and G.I. Pedestal etc. all complete, as per the

architectural drawings, as specified and as directed by

Engineer-in-charge consisting of:

(a) Providing at required spacing to form modular

framework, pedestals made out of GI tube of thickness

minimum 2 mm and 25 mm outer

diameter, fully welded on to the G.I. Base plate of size

100mm x 100mmx 3mm at the bottom of the pedestal Rupees four thousand

tube, G.I. pedestal head of size six hundred thirty-seven

75mmx75mmx3.5 mm welded with GI fully threaded and fifty-seven paise

stud 16mm outer diameter with two GI Check nuts only

screwed on the stud for level adjustment

upto 50mm, locking and stabilizing the pedestal head in

position at the required level. The pedestals shall be

fixed to the subfloor (base) through

base plate using epoxy based adhesive of approved make

or the machine screw with rawl plug.

(b) Stringers system in all steel construction hot dipped

galvanized of rectangular size 570x20x30x0.80mm thick

having holes at both ends for securing the stringers on to

the pedestal head using fully threaded screws ensuring

maximum lateral stability in all directions, the grid

formed by the pedestal and stringer assembly shall

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and laying Polished Granite stone flooring in

required design and patterns, in linear as well as

curvilinear portions of the building all complete as per

the architectural drawings with 18 mm thick stone slab

over 20 mm (average) thick base of cement mortar 1:4 (1

cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed

with pigment of matching shade including rubbing

curing and polishing etc. all complete as specified and as

directed by the Engineer-in-Charge

Rupees three thousand

Polished Granite stone slab of colour Black, Cherry/Ruby six hundred ninety-five

Red or equivalent and thirty-two paise

DOUBLE SKIN ALUMINUM ROOF SYSTEM:

Supply and fixing of secret fix standing seam roofing

system in 0.9mm thick AA 3004/3005 aluminum alloy.

The general roof-construction shall comprise from

Top layer – Secret Fix standing seam 65/400 Straight

profile sheeting manufactured from aluminium alloy AA

3004/3005 H46 (AlMn1Mg1) as specified in BS EN 1396:

2015 minimum material thickness of 0.9 mm and in finish

of PVDF consisting of anti corrosive primer of 5 microns,

topcoat of PVDF in 20 +/-2 microns with the Total

coating thickness as 25 Microns. The coil for the top

panel shall have 75 microns transparent protective

guard film with the roofing manufacture name printed, Rupees six thousand six

This Guard film prevents scratches during roll forming & hundred twenty only

The material properties shall be as follows:

Ultimate tensile strength minimum 200 N/mm2, 0.2%

Proof Stress: min 185 N/mm2,

Sheets are to be laid to meet the requirements of the

building geometry and fixed on aluminum clips. Clip to

be fixed with SS 304 screws only.

Second Layer – ST Clip - The standing seam sheet panel

of approved make shall be fixed on to the purlin using

aluminium ST clips. The head of clips shall be fixed

accurately to ensure the roof sheeting expands and

Aluminium Flashing

Flashings manufactured from aluminium alloy AA

Rupees one thousand

147 71.82 3004/3005 (AlMn1Mg1) as specified in BS EN 1396: 2015 1980 RM

nine hundred eighty only

material thickness of 0.9 mm & same finish as panel.

Flashing maximum girth to be up to 578mm.

Single Skin 2mm thk Alu Gutter:

Supply and fixing of Single skin 2mm Aluminium gutter,

grade AA1100/1200 or equivalent alloy in mill finish with

Rupees seven thousand

148 256 epdm expansion joints for every 8/12m length, down 7860 RM

eight hundred sixty only

take spout dia 150mm at every 10m gutter length, &

other accessories and welding at joints. The girth of

gutter would be maximum 1200mm.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing & fixing Roof Hatch – Single leaf on the

standing seam roofing sheet for roof access as approved

by Standing Seam Roof manufacturer 914x914 mm.

Hatch shall be double walled, external thickness of

Rupees five lakh ten

149 1 2.5mm aluminium sheet and internal 1.2mm aluminium 510000 Each

sheet. Internal space of hatch shall be insulated with

50mm thick & 60Kg/m3 rockwool. Latches & lift off

handle shall be stainless steel and shall be hydraulic

assisted lift operated. Latch hood should have

permanently fixed EPDM washer to keep it weather tight.

Fall Arrest Systems:

Supply & Installation of Latchways Constant Force Post

System as per EN 795 Class C:2012. -1762 Constant Force

Post system will be capable of taking load of 3 users.

Systems Type & Length- Latchways Constant Force Post

System- on 400 mm roof sheets. Systems Certification-

EN 795 Class C and ATEX Approved. Testing has been

done with 300Kgs weights to prove CFP’s compliance for

3 simultaneous users should include 1000 hours of

Rupees ten thousand

corrosion testing in Acetic acid Salt spray test to

150 56.33 10320 three hundred twenty RM

worthiness for minimum 5 years. Material- SS

Marine grade, 17/4 pH stainless steel for Cast

components and 5084 treated aluminium alloys.

Latchways CFP absorbs 4,500 Joules of ensuring that it

can take a maximum load of 3 users simultaneously. All

CFP systems have omni-directional performance

ensuring that load can be taken in 360 degrees rather

than just in the direction of wire. Product marking

complies to EN 795 and EN 365. CE certificate mark and

EC declaration of conformation. Make Latchways.

Supply, Installation, Testing and Commissioning of

Motorised Double leaf sliding door with panel made of

10 mm frameless toughened glass, PRC make top

mounted actuator, Pair of Microwave Radar, Built -in-

Rupees two lakh sixty-

151 4 Photocells, Fixed Panels on both sides and the size of 262000 Each

two thousand only

each leaf being 650 mm x 2700 mm and the overall size

of openning being 4500 mm x 2700 mm complete as per

specifications and directions of engineer in charge of

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and supplying aluminium extruded tubular and

other aluminium sections as per the architectural

drawings and approved shop drawings , the aluminium

quality as per grade 6063 T5 or T6 as per BS

1474,including super durable powder coating of 60-80

Rupees three hundred

microns conforming to AAMA 2604 of required colour

152 105.71 341.64 forty-one and sixty-four Kgs

and shade as approved by the Engineer-in-Charge. ( The

item includes cost of material such as cleats, sleeves,

screws etc. necessary for fabrication of extruded

aluminium frame work. Nothing extra shall be paid on

this account). The weight of aluminium extruded section

shall be taken for purpose of payment.

Designing, fabricating, testing, protection, installing and

fixing in position semi (grid) unitized system of structural

glazing (with open joints) for linear as well as curvilinear

portions of the building for all heights and all levels,

(a) Structural analysis & design and preparation of shop

drawings for the specified design loads conforming to IS

875 part III (the system must passed the proof test at

times design wind pressure without any failure),

including functional design of the aluminum sections for

fixing glazing panels of various thicknesses, aluminium

cleats, sleeves and splice plates etc. gaskets, screws,

toggles, nuts, bolts, clamps etc., structural and weather Rupees two thousand

silicone sealants, flashings, fire stop (barrier)- cum- eight hundred ninety-

smoke seals, microwave cured EPDM gaskets for water four and seventy-nine

tightness, pressure equalisation & drainage and paise only

protection against fire hazard including:

(b) Fabricating and supplying serrated M.S. hot dip

galvanised / Aluminium alloy of 6005 T5 brackets of

required sizes, sections and profiles etc. to accommodate

3 Dimentional movement for achieving perfect verticality

and fixing structural glazing system rigidly to the RCC/

masonry/structural steel framework of building structure

using stainless steel anchor fasteners/ bolts, nylon

seperator to prevent bimetallic contacts with nuts and

washers etc. of stainless steel grade 316, of the required

capacity and in required numbers.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

(d) Providing and fixing in position flashings of solid

aluminium sheet 1 mm thick and of sizes, shapes and

profiles, as required as per the site conditions, to seal the

gap between the building structure and all its interfaces

with curtain glazing to make it watertight.

(e) Making provision for drainage of moisture/ water that

enters the curtain glazing system to make it watertight,

by incorporating principles of pressure equalization,

providing suitable gutter profiles at bottom (if required),

making necessary holes of required sizes and of required

numbers etc. complete. This item includes cost of all

inputs of designing, labour forfabricating and installation

of aluminium grid, installation of glazed units, T&P,

scaffolding and other incidental charges including

wastages etc., enabling temporary structures and

services, cranes or cradles etc. as described above and as

specified. The item includes the cost of getting all the

structuraland functional design including shop drawings

checked by a structural designer, dully approved by

Engineer-in-charge. The item also includes the cost of all

mock ups at site, cost of all samples of the individual

components for testing in an approved laboratory, field

tests on the assembled working structural glazing as

specified, cleaning and protection till the handing over of

the building for occupation. In the end, the Contractor

shall provide a water tight structural glazing having all th

performance characteristics etc. all complete as

The NIT approving authority will decide the necessity of

testing on the basis of cost of the work, cost of the test

and importance of the work. Performance Testing of

Structural glazing system Tests to be conducted in the

NABL accredited lab or any otheraccreditation body

which operates in accordance with ISO/ IEC 17011 and

accredits labs as per ISO/IEC

1. Performance Laboratory Test for Air Leakage Test (-

50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-

04 testing method for a range of testing limit 1 to

2. Static Water Penetration Test. (50pa to 1500pa) as per

ASTME- 331-09 testing method for a range up to

3. Dynamic Water Penetration (50pa to 1500pa) as per

AAMA 501.01- 05 testing method for a range upto

4. Structural Performance Deflection and deformation by

static air pressure test (1.5 times design wind pressure

without any failure) as per ASTME-330-10 testing

method for a range upto 50 mm

5. Seismic Movement Test (upto 30 mm) as per AAMA

501.4-09 testing method for Qualitative test, Tests to be

conducted on site.

6. Onsite Test for Water Leakage for a pressure range

kpa to 240 kpa (35psi) upto 2000 ml

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing, assembling and supplying vision glass panels

(IGUs) comprising of hermetically-sealed 6-12- 6 mm

insulated glass (double glazed) vision panel units of size

and shape as required and specified, comprising of an

Rupees three thousand

outer heat strengthened float glass 6mm thick, of

154 196.98 3066.48 sixty-six and forty-eight Sqm

approved colour and shade with reflective soft coating

on surface # 2 of approved colour and shade, an inner

Heat strengthned clear float glass 6mm thick, spacer

tube 12mm wide, dessicants, including primary seal and

secondary seal (structural silicone sealant) etc.

Extra for openable side / top hung vision glass panels

(IGUs) including providing and supplying at site all

accessories and hardwares for the openable panels as

specified and of the approved make such as heavy duty

stainless steel friction hinges, min 4 -point cremone Rupees three thousand

155 39.4 locking sets with stainless steel plates, handles, buffers 3027.56 twenty-seven and fifty- Sqm

etc. including necessary stainless steel screws/ fasteners, six paise only

nuts, bolts, washers etc. all complete as per the

Architectural drawings, as per the approved shop

drawings, as specified and as directed by the Engineerin-

Providing and applying integral crystalline slurry of

hydrophilic in nature for waterproofing treatment to the

RCC structures like retaining walls of the basement,

water tanks, roof slabs, podiums, reservior, sewage &

water treatment plant, tunnels / subway and bridge deck

etc., prepared by mixing in the ratio of 5 : 2 (5 parts

integral crystalline slurry : 2 parts water) for vertical

surfaces and 3 : 1 (3 parts integral crystalline slurry :

part water) for horizontal surfaces and applying the same

from negative (internal) side with the help of synthetic

fiber brush. The material shall meet the requirements as

specified in ACI212-3R-2010 i.e by reducing permeability

of concrete by more than 90% compared with control

concrete as per DIN 1048 and resistant to 16 bar

hydrostatic pressure on negative side. The crystalline

slurry shall be capable of self-healing of cracks up to a

width of 0.50mm. The work shall be carried out all

complete as per specificationandthe direction of the

engineer-in-charge. The product performance shall carry

guarantee for 10 years against any leakage.

Rupees three hundred

187.36 For vertical surface two coats @ 0.70 kg per sqm 389.96 eigty-nine and ninety-six Sqm

Rupees two hundred

167.6 For horizontal surface one coat @1.10 kg per sqm. 299.17 ninety-nine and ninety- Sqm

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing & Applying polymer modified, flexible

cementatious negative side waterproofing coating with

elastic waterproofing polymers on interior wall plaster

surface in three coats @14.35 kg /10 sqm. one coat of

self priming of cementatious waterproofing Rupees three hundred

157 106.8 polymer(dilution with water in the ratio of 1:1) and two 368.89 sixty-eight and eighty- sqm

coats of cementatious waterproofing polymer (dilution nine paise only

with water in the ratio of 3:1 ) after scrapping and

properly cleaning the surface to remove pre-existing

paint film & loose particles till plaster is visible, complete

in all respect as per the direction of Engineer-in-Charge.

Rupees ninety-seven

158 26.55 Carriage of Quarry Spall (more than 10 ton) 97.93 and ninety-three paise cum

Providing corrugated G.I. sheet of class-3 roofing fixed

with glavanished iron J or L Hooks, Bolts and nuts 8mm

Rupees seven hundred

diameter with bitumen and G.I. limpet washer or G.I.

159 6.8 719.93 nineteen and ninety- sqm

limpet washer. filled with white lead complete excluding

three paise only

the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick

Providing ridges or hips 600 mm overall in plain G.I.

Rupees six hundred

sheet class-3 fixed with G.I.J. or L Hooks and nuts 8mm

160 9.6 635.58 thirty-five and fifty-eight sqm

dia G.I. Limpet and bitumen washer complete. (1)

0.80mm thick sheet.

Providing and fixing 150mm wide 450mm over all

semicircular plain G.I.sheet class-3 gutter with Iron Rupees five hundred

161 9.6 brackets 40mm x 3mm size Bolts, Nuts, washers etc. 555.71 fifty-five and seventy- sqm

including making necessary connection with rain water one paise only

pipes. (i) 0.80 mm thick Sheet.

Providing and fixing Polyethelene-Aluminium-

Polyethelene PE-ALPE Composite Pressure Pipes

conforming to IS- 15450, U.V. stabilized with carbon

black having thermal stability for hot & cold water

supply, capable to withstand temperature up to 80°C,

including all special fittings of composite material

162 (engineering plastic blend and brass inserts wherever

required) e.g. elbows, tees, reducers,couplers &

connectors etc., with clamps at 1.00 metre spacing.This

includes the costs of cutting chases and including testing

of joints complete as per direction of the engineer in

charge. Concealed work, including cutting chases and

making good the wall etc.

Rupees four hundred

50 1620 (20 mm OD) pipe 488.86 eighty-eight and eighty- Meter

Rupees six hundred sixty-

50 2532 (32 mm OD) pipe 661.29 one and twenty-nine Meter

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. Estimated according to

Description of Item Unit

No. but may be In Figure In words estimated

more or less quantities

Providing and fixing Polyethelene-Aluminium-

Polyethelene PE-ALPE Composite Pressure Pipes

conforming to IS - 15450, U.V. stabilized with carbon

black having thermal stability for hot & cold water

supply, capable to withstand temperature up to 80°C,

163 including all special fittings of composite material

(engineering plastic blend and brass inserts wherever

required) e.g. elbows, tees, reducers, couplers &

connectors etc., with trenching, refilling and testing of

joints complete as per direction of the engineer in

Rupees two hundred

50 1620 (20 mm OD ) pipe 253.49 fifty-three and forty-nine Meter

Sr. Quantities Tendered Rate Total amount

Sr. Quantities Tendered Rate Total amount

Description of Item Unit

No. Estimated but In Figure In words according to

Clearing and grubbing road land including

uprooting rank vegetation grass Rupees seventy nine

bushes,shrubs,sapling and trees girth up to 300 thousand four

1 10.5 79449.3 Hectare

mm removal of stumps of trees cut earlier and hundred fourty-nine

disposal of unserviceable materials(A) By manual and thirty paise only

means in area of light jungle

Earthwork in cuting in all sorts of soil and soft

murrum including conveying and spreading the Rupees One hundred

2 98829.156 stuff, embankment as and where directed within 126.8 twenty-six and eighty cum

200meters from the end of the cutting with all paise only

required lead and lift.

Earthwork for embankment including breaking

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in Rupees One hundred

3 98829.156 layers at O.M.C. to required dry density including 167.76 sixty-seven and cum

filling the depression which occur during the seventy-six paise only

process using power roller 8T to 10T.(E) From

Borrow area within 3.0KM. lead

Excavation for foundation upto 1.5 m depth

Rupees One hundred

including sorting out and stacking of useful

4 2640 148.35 Fourty-eight and thirty- cum

materials and disposing off the excavated stuff

five paise only

upto 50 Meter lead.(B) Dense or Hard soil

Excavating, supplying, stacking and filling of local

earth: Earthwork for embankment including Rupees One hundred

5 80450 breaking clods, dressing with all lead and lift 159.62 Fifty-nine and sixty- cum

(excluding watering and consolidation)(E ) From two paise only

Borrow area within 3.0 Km. lead

Construction of granular sub-base by providing

close graded Material conforming to specifications,

mixing in a mechanical mix plant at OMC, carriage

of mixed material by tippers to work site, for all Rupees two thousand

leads & lifts, spreading in uniform layers of four hundred eleven

specified thickness with motor grader on prepared and Eighty-six paise

surface and compacting with vibratory power roller only

to achieve the desired density, complete as per

specifications and directions of Engineer in-

Providing, laying, spreading and compacting graded

stone aggregate (size range 53 mm to 0.075 mm )

to wet mix macadam (WMM) specification

including premixing the material with water at

Rupees two thousand

OMC in for all leads & lifts,laying in uniform layers

7 5920.675 2403.16 four hundred three cum

with mechanical paver finisher in sub- base / base

and sixteen paise only

course on well prepared surface and compacting

with vibratory roller of 8 to 10 tonne capacity to

achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

Sr. Quantities Tendered Rate Total amount

Sr. Quantities Tendered Rate Total amount

Description of Item Unit

No. Estimated but In Figure In words according to

Providing and applying tack coat using bitumen

emulsion conforming to IS:8887, using emulsion

pressure distributer including preparing the surface

& cleaning with mechanical broom.

With medium setting bitumen emulsion

Rupees Seventeen and

8 29878.5 On W.B.M / W.M.M. @ 0.4kg/sqm 17.48 sqm

forty-eight paise only

Providing and applying tack coat using bitumen

emulsion conforming to IS:8887, using emulsion Rupees sevent and

pressure distributer including preparing the surface fifty-nine paise only

& cleaning with mechanical broom.

Providing and laying design mix cement concrete of

M-30 grade, in roads/ taxi tracks/ runways, using

cement content as per design mix, using coarse

sand and graded stone aggregate of 40 mm

nominal size in appropriate proportions as per

approved & specified design criteria, providing

dowel bars with sleeve/ tie bars wherever required,

laying at site, spreading and compacting

mechanically by using needle and surface vibrators,

levelling to required slope/ camber, finishing with Rupees eight thousand

required texture, including steel form work with six hundred eighty-

sturdy M.S. channel sections, curing, making two and sixty-one

provision for contraction/ expansion, construction paise only

& longitudinal joints (10 mm wide x 50 mm deep)

by groove cutting machine, providing and filling

joints with approved joint filler and sealants,

complete all as per direction of Engineerin-charge

(Item of joint fillers, sealants, dowel bars with

sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @

340 kg/cum. Excess/ less cement used as per

design mix is payable/ recoverable separately.

Rupees six hundred

Add for Extra cement 60 kg per cum @400 kg/cum

11 243.36 604.85 four and eight-five q

(For M-40 grade concrete)

Providing and laying Dense Graded Bituminous

Macadam using crushed stone aggregates of

specified grading, premixed with bituminous binder

and filler, transporting the hot mix to work site by

tippers, laying with paver finisher equiped with

12 electronic sensor to the required grade, level and

alignment and rolling with smooth wheeled,

vibratory and tandem rollers as per specifications

to achieve the desired compaction and density,

complete as per specificatons and directions of

Engineer-in-Charge.

Sr. Quantities Tendered Rate Total amount

Sr. Quantities Tendered Rate Total amount

Description of Item Unit

No. Estimated but In Figure In words according to

50 to 100 mm average compacted thickness with

Rupees nine thousand

bitumen of grade VG-30 @ 5% (percentage by

one hundred seventy-

13 2090.5 weight of total mix) and lime filler @ 2% 9177.54 cum

seven and fifty-four

(percentage by weight of Aggregate) prepared in

Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Bituminous concrete using

crushed stone aggregates of specified grading,

premixed with bituminous binder and filler,

transporting the hot mix to work site by tippers,

laying with paver finisher equiped with electronic

sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction

and density as per specification, complete and as

per directions of Engineer-in-Charge.

40/50 mm compacted thickness with bitumen of

grade VG 30 @ 5.5% (percentage by weight of Rupees ten thousand

total mix) and lime filler @ 3% (percentage by four hundred seventy-

weight of Aggregate) and waste plastic additive @ nine and seventy-six

8% (percentage by weight of bitumen) prepared in paise only

Batch Type Hot Mix Plant of 100- 120 TPH capacity.

Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising

glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as

per IRC:35-2015. The finished surface to be level,

uniform and free from streaks and holes. zebra

Rupees three hundred

patta /bump patta lane/center line/ edge line/cut

15 1432.5 364.08 sixty-four and eight sqm

patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

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

mcd/m2/lux during the service life during the day

time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-15

of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road Rupees one hundred

16 4065.7 marking paint, brushing including cleaning the 122.85 twenty-two and eighty- sqm

surface of all dirt, dust and other foreign matter. (i) five paise only

Over 10cm in width

Sr. Quantities Tendered Rate Total amount

Sr. Quantities Tendered Rate Total amount

Description of Item Unit

No. Estimated but In Figure In words according to

Construction of dry lean cement concrete sub base

over a prepared sub grade with coarse and fine

aggregate conforming to IS:383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per specifications, cement

Rupees one hundred

content not to be less than 150 Kg/cum, optimum

17 351.52 155.19 fifty-five and nineteen cum

moisture content to be determined during trial

length construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in a batching

plant, transported to site, for all leads & lifts, laid

with a mechanical paver, compacting with 8-10

tonne vibratory roller, finishing and curing etc.

complete as per direction of Engineer-in- charge.

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Excavation for foundation in sand, gravel, clay soft

soils and murrum etc. including shoring, strutting Rupees four hundrend

1 5694.02 dewatering as necessary and disposing of the 481.95 eighty one and ninety Cum

excavated stuff as directed.(A) Depth upto 3.0 M and five paise only

lead upto 100m for 10 Cum

Providing and laying cement concrete 1:3:6 (1-Cement

Rupees two thousand

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

2 550.1 2976 nine hundred seventy six Cum

mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M

250 and curing complete excluding the cost of Rupees four thousand

3 1116.3 formwork and reinforcement for reinforced concrete 4218.66 two hundred eighteen Cum

work in (A) Foundations, footings, Base of columns and and sixty-six paise only

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of Rupees four thousand

4 174.53 formwork and reinforcement for reinforced concrete 4500.51 five hundred and fifty- Cum

work in (B) Walls, from top of foundation level upto one paise only

floor two level

Providing TMT Bar FE 500D reinforcement for R.C.C.

Rupees seventy-five and

5 154899.37 work including bending, binding and placing in 75.46 Kg

forty-six paise only

position complete upto floor two level

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts including Rupees six thousand five

6 62 setting and joining the pipes in C.M. 1:2 watering and 6530.59 hundred thirty and fifty- Rmt

laying (To level of slops of I.S. 458 / 1971 Class NP4 of nine paise only

following internal diameter. (vi) 1200 mm dia.

Providing & laying weep hole in Aburtments, and

returns by using A.C. pipe of 100mm including laying in Rupees eighty-one and

proper grede and jointing the completed as per seventy-five paise only

detailed specification

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S. Rupees nine hundred

8 80 class NP2 of the following internal diameter with 994.3 ninety-four and thirty Meter

collars and butt ends prepared for collar joints paise only

including testing of joints complete.(D) 300mm

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Constructing brick masonry chamber for underground

C.I. Inspection chamber and bends with bricks having

crushing 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 Rupees two thousand

9 8 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- 2903.89 nine hundred three and Each

cement :2- coarse sand :4-graded stone aggregate eighty-nine paise only

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 dimensions 455mmx

610mm and 450mm deep for single pipe line

Providing erecting and fixing double coated ISI water

Rupees three and ninety-

10 32000 tank of required capacity each with all necessary 3.91 Litre

fitting and connection etc. complete on terrace

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 : 3-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 Rupees nineteen

aggregate 20mm nominal size) finished smooth thousand one hundred

complete including curing and festing (i) Inside size thirty-nine and seven

900mm x 1200mm and 1.5M. deep including C.I. cover paise only

with frame size 560mm diameter total weight of cover

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

Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick

walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type

depth 1.50 Metre for 150mm diameter sewer.

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

Rupees three hundrend

class NP2 of the following internal diameter with

12 1500 344.59 forty-four and fifty-nine Rmt

collars and butt ends prepared for collar joints

including testing of joints complete.(C) 250mm (For

supply to all buildings)

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Supplying, installing, testing & commissioning of STP of

10 m3/day (excluding excavation, back filling &

disposal of surplus earth MS / Civil construction work)

Pre-fab Structure

Constructing the following tanks and chambers in MS

FRP construction as per theapproved calculations

including epoxy coating inside the tanks and shade of

emanel paint over a coat of primer. The above cost

shall include the cost of all the required MS structure

for skid platform, walking platform, handrails,

staircase, puddle flanges, foot rests, manhole cover

etc. with painting of desired shade of enamel paint

over a coat of primer along with Required Equipment’s

and accessories for a Standard Operational STP Plant

13 1 800000 Rupees eight lakhs only Each

(Mentioned Below)

Tube Settler Tank

Clear Water/Chlorine Contact Tank

Sludge Holding Tank

Treated Water Tank (HDPE)

Sewerage Transfer Pump

Sludge Transfer pump

Filter Feed Pump

Sludge Feed Pump

Pressure Sand Filter

Activated Carbon Filter

Chlorine Dosing System

Providing and fixing concealed center point to wall

ceiling & floor CPVC (SDR 13.5) PIPE having National

Rupees three hundred

Sanitation Foundation (NSF) seal for potable water of

14 1000 330.36 thirty and thirty-six paise Rmt

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. [D] 32mm. (Internal Supply in Buildings)

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant, Rupees eight hundred

15 1500 pipe shall be fixed on wall using of PVC clamp of the 822.99 twenty-two and tninety- Rmt

size 160 mm diametre x 210 mm length x 196 mm nine paise only

heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Providing 4.5Kg CO2 Gas Type Fire Extinguisher,

Trolley Mounted, Easy Weight Management used

Unused Mechanism, Squeeze Grip, Gross Weight

Kg. empty Weight 14.6 Kg. Can Height 860MM

Diameter 140MM, Discharge Time less than13 Secs,

Controllable discharge mechanism, Applicable on Class

Ten Thousand Two

B&C Fire, B Rating 13B, Can Constructing : Hot

16 10 10209.15 Hundred Nine Rupees Nos

spinning/Forging, Valve Construction : Forging &

and Fifteen Paise

Machining, Internal Coating of Can : Not Applicable,

External coating of Can : Spray Painting, Sheet metal

thickness : 4.5MM ISI Approved, 1 Year Warranty. with

installer system with Superior quality EPDM Rubber

Hosepipe etc., including cost of materials, labour,

HOM complete as per specifications. complete

Providing 9kg Fire Extinguisher Mono Ammonium

Phosphate Powder 50, Stored Pressure Type, Pressure

Gauge, Gross Weight 14.90 Kg, empty weight 5.90 Kg,

Can Height 615MM, Diameter 175MM, Discharge

Time less than 13Secs, Controllable discharge

mechanism (Squeeze grip with easy snap safety seal),

Range minimum 4 meters, applicable on Class A,B,C

and electrically started Fire, A Rating 4A, B Rating 34B, Eight Thousand Forty-

17 10 Can construction : Deep drawn & Co., Mig welded, 8044.05 Four Rupees and Five Nos

valve Construction : Forging and Machining, Internal Paise

Coating of Can: Epoxy powder coating, External

Coating of Can: Epoxy Polyester power coating, Sheet

metal thickness: 2.00MM, Helium Leak Detection

Tested, ISI and EN Approved, 5 years Warranty with

installer system with Superior quality EPDM Rubber

Hosepipe etc., including cost of materials, labour,

HOM complete as per specifications. complete

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Providing 50 Ltr Fire Extinguisher Aqueous Film-

Forming Foam Type, External Cartridge Type, Pressure

Gauge, Gross Weight 102kg. empty weight 52kg Can

Height 1192MM, Diameter 300 MM, Discharge Time

less than 180 Secs, Controllable discharge mechanism

(Squeeze grip with easy snap safety seal), Range

Twenty-Seven Thousand

minimum 10 Meters, applicable on Class A,B,Can

Eight Hundred Forty-

18 4 Construction; Deep drawn & CO2, Mig welded, Valve 27843.9 Nos

Three Rupees and Ninety

Construction: Forging & Machining, Internal Coating of

Can : Epoxy Powder coating, External Coating of Can :

Epoxy Polyester Powder coating, Sheet metal

thickness: 4.0MM, 1 Years Warranty with installer

system with Superior quality EPDM Rubber Hosepipe

etc., including cost of materials, labour, HOM

complete as per specifications. complete

Supplying, Installing, testing and commissioning

approved make Centrifugal pump end suction type

couple to Electric Motor of suitable HP, fitted on a

common base frame and rated for fire duty; includign

2 Nos of Pressure gauges fitted on suction and delivery Two Lakh Seventy

19 1 side of the pump. The pump shall run on 400/440 V, 3 270000.15 Thousand Rupees and Nos

Phm 50 Hz electric supply, Duty of Pumps: 2850 LPM@ Fifteen Paise

70.0 m Head. Control Panel shall be as per

specifications stated in item no 87 including cost of

materials, labour, HOM Complete as per specifications

(Cost of control panel is not included)

Supplying, Installing testing and commissioning

electrically driven jockey pump of capacity 180.0 Lpm

at 70.0m. Head with all the necessary accessories viz. Ninety-Nine Thousand

Pressure guages etc., operating on 3Ph 50Hz, Nine Hundred Sixteen

400/440V AC supply including foundatin, bolts etc. Rupees and Ninety-Five

including cost of materials, labour, HOM complete as Paise

per specifications. (Cost of control pannel is not

Supplying, Installing, testing and commisioning of fire

hydrant multi stage pump capable of delivering

2850Lpm @ 70.0m head coupled to water cooled

diesel engine of adequiate HP. It shall be fitted with a Five Lakh Fifteen

radiator on a common base from with complete Thousand Six Hundred

ancilalary units such as colling system, non return Twenty-Four Rupees and

Valve, Y strainer, fuel tank of adequate coapcity, Fifty-Five Paise

Pressue guage, pressure switch. including cost of

materials, labour, HOM complete as per specifications.

(Cost of control pannel is not included)

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Supplying Installing testing and commissioning

electrically driven Terrance pump of capacity

Lpm at 35.0m Head with all the necessary accessories

Eighty-Two Thousand

viz. Pressure gauges etc. operating on 3Ph 50Hz,

22 3 82968.9 Nine Hundred Sixty-Eight Nos

400/440V AC supply including foundation, bolts etc.

Rupees and Ninety Paise

complete. Control panel shall be as per specification

87 including cost of materials, labour, HOM complete

as per specifications.

Supply, Installation, testing and commissioning of

suitable complete composite hydropneumatic system

consisting of horizontal /vertical multistage centrifugal

pump having stainless steel (SS 304) impellers, shaft

and housing, with single mechanical seal and

pressurised tank of 50 liters capacity, complete with all

standard accessories including pressure switch,

pressure gauges, non-return & isolating valves on

suction and delivery side with nuts, bolts & washer

including mild steel flanges, where ever required with

3 mm thick rubber insertion, with necessary

protection and operational devices i.e alternate

pumping operation and shut-off during dry running

conditions etc. with suitable electrical motor to be

operated on 210/220 OR 400/440 volt 50 cycle AC

supply, suitable for following duty and with total no. of

pumps - 2 nos.(1 working+1standby) complete with

Control Unit Panel, manifolds & chassis, as per the

approval of Project-in-charge complete with base

frame, nuts, bolts and washer, necessary RCC

foundation as per requirement. (Make- Wilo / ITT

Six Lakh Twenty-Four

Thousand Six Hundred

1 No. of Pumps : 4 ( 2 Working + 2 Stand by ) / Set 624692.07 Set

Ninety-Two Rupees and

Pumping Capacit : 7.50 M /hr each

Pumping Head : 50.00 Mtrs

Painting two coats after filling the surface with

synthetic enamel paint in approved shades on new

24 400 84 Rupees Eighty four only sqm

plastered concrete surfaces, with materials , labour

complete as per specifications.MORTH Chapter

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 90 x

90 x 90 cms. equilateral triangle as per design of IRC-

67-1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with

retro refiective sheeting as per latest

Rupees three thousand

M.O.S.T.Specifications; 3.1m long stand postand frame

seven hundred seventy

25 1 fabricated from suitable sizeiron angle of 35 x 35 x 3770.95 Nos.

and ninety-five paise

3mm, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

The details of symbol for each board shall be as per

theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)

Regulatory/Mandatory signs :Providing and fixing sing

boards made out of 2mm aluminium sheet; size

60cms. diameter circle as per the design of IRC-67-

1977 pre treated with phospheting process & acid

eteching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame Rupees three thousand

26 1 fabricated from suitable size iron angle of 35 x 35 x 3405.75 four hundred five and Nos.

3mm 75x75x6mm as required; painted with best seventy-five paise only

quality epoxy coatings in black and white bends. the

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Informatory Signs :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 80 x 60cms.

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m

Rupees three thousand

long stand postand frame fabricated from suitable

eight hundred eighteen

27 1 sizeiron angle of 35 x 35 x 3mm75x75x6mm as 3818.71 Nos.

and seventy-one paise

required; painted with best qualityepoxy coatings in

black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

STOP Sign :-Providing and fixing sign boards made out

of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 cms. Octagonal as per design

of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

Rupees six thousand six

as required and frame fabricated from suitable size

hundred thirty-seven

28 1 iron angle of 35 x 35 x 3mm; painted with bestquality 6637.98 Nos.

and ninety-eight paise

epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction

of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Providing and fixing retro Reflective Prismatic grade

Board using 2mm Aluminum / 4mm ACP, angle iron

x 75 x 6mm. Descaling and degreasing the board as

per requirement using epoxyprimer epoxy paint and

carrying retro reflactive process by screen painting as

directed etc. complete including transporting and

fixing in C.C. 1:2:4 with necessary excavation curing Rupees thelve thousand

etc. complete as per I.R.C 67-2012 design. A warranty one hundred eighty-nine

for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab

for the product offered shall be submitted by

contractor. (A) Class -C Type-11(NH/SH) retro

reflective sheeting

Direction sign (Junction board):-Providing and fixing

sing boards made out of 2mm aluminium sheet; size

244 x 122cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per Rupees Fourteen

IRC-30-1968, 3.1m long (2 nos) stand post and frame thousand six hundred

fabricated from suitable size iron angle of 50 x 50 x eighty-four and eighty-

5mm 75x75x6mm as required; painted with best six paise only

quality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge.(A) Engineer Grade(VR)...

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Providing, Supplying & fixing of Single Sided Overhead

Retro Reflective Sign Boards made of 4mm thick ACP

Sheet with face and rear fully covered with RETRO

REFLECTIVE MICRO PRISMATIC Type IV Sheeting and

messages with overlay sheeting, with support frame

structure of 72 mm X 72 mm x 2 mm SS Pipe of S-304

grade side and inner frame of 7856 mm x 1530 mm (of

19 mm X 24 mm X 1.2 mm thick Rectangular pipe of S-

304 Grade) along with vertical support of 19 mm X

Rupees seventeen

mm X 1.2 mm thick Rectangular pipe of S-304 Grade,

31 15 17100 thousand one hundred sqm

with signage fixed with Very High Bond tape of 24 mm

wide and 2.3 mm thick and rivets. Size of the board

8000 mm X 1674 mm. All relevant specification

confirming to detail drawing enclosed.. etc. complete

including cost of all materials, labour, lead, lift, loading

and unloading wastage, fixtures, HOM of machinery,

equipments etc. and the work is to be carried out as

per approved drawing and design and as per technical

specification and as per the direction of the Engineer-

in-charge of the work.

Fascia Sign Board

Providing, Supplying & fixing of Facia Sign Boards

made of 4mm thick ACP Sheet with face covered with

RETRO REFLECTIVE MICRO PRISMATIC Type IV

Sheeting and messages with overlay sheeting, with

edge support frame structure of 72mm X 72mm X

2mm SS Pipe of S-304 grade and 19mm x 24mm x

1.5mm inner frame with diagonals and bracing.

Messages and graphics shall be plotter cut with

overlay sheeting or HIGH INTENSITY PRISMATIC

GRADE Type IV fixed with Very High Bond tape of Rupees seventeen

32 16 24mm wide and 2.3mm thick and rivets, fixed on to a 17100 thousand one hundred

existing structure with the help of suitable expansion only

fastners. (Detail as per enclosed drawing) ( EXTERNAL

SIGNAGES) Material should be in compliance with

Code of practise for Road signs, Indian Road congress

2010, IRC-67-2010) . etc. complete including cost of all

materials, labour, lead, lift, loading and unloading

wastage, fixtures, HOM of machinery, equipments etc.

and the work is to be carried out as per approved

drawing and design and as per technical specification

and as per the direction of the Engineer-in-charge of

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

INTERNAL SIGANGES- Supplying & fixing of Emergency

Escape signages made of 1mm SS sheet with face fully

covered with Photo-luminescent sheet with message

and letters Plotter / Electronically cut text of vinyl

lamination. (EXTERNAL SIGNAGES) Material should be

in compliance with Code of practise for Road signs,

Indian Road cingress 2010, IRC-67-2010) (INTERNAL

SIGNAGES) Material should be in compliance with

Code of practise for Road signs, Indian Road cingress

2010, IRC-67-2010) etc. complete including cost of all

materials, labour, lead, lift, loading and unloading

wastage, fixtures, HOM of machinery, equipments etc.

and the work is to be carried out as per approved

drawing and design and as per technical specification

and as per the direction of the Engineer-in-charge of

Rupees Nine Hundred

9 Fire Extingusher Boards size (250 mm x 250 mm) 980 Nos.

Rupees Nine Hundred

9 Fire Exit ) (250 mm x 250 mm) 980 Nos.

Manufacturing, Supplying & fixing of ceiling hung sign

board of size 900mm x 300mm (Double Sided) as

shown in the drawing with all necessary texts and

symbols. Sign Board shall be made of 4mm Thick ACP

Fully covered with High Intensity Micro Prismatic

Sheting (Type IV) with powder coated aluminium

frame work of specified sections. Supported with

frame of 19mm x 24mm x 1.2mm thick SS rectangle

pipe and 25 mm dia. pipe stainless steel pipe (S-304

Rupees thirty thousand

34 7.5 grade). (INTERNAL SIGNAGES) Material should be in 30800 sqm

compliance with Code of practise for Road Airport

signs, Indian Road congress 2010, IRC-67-2010)

Exit/Entry (2 Nos) etc. complete including cost of all

materials, labour, lead, lift, loading and unloading

wastage, fixtures, HOM of machinery, equipments etc.

and the work is to be carried out as per approved

drawing and design and as per technical specification

and as per the direction of the Engineer-in-charge of

Quantities Total amount

Quantities Total amount

Sr. Estimated but according to

Description of Item Unit

No. may be more estimated

In Figure In words

or less quantities

Manufacturing, Supplying & fixing of S.S.Plate of

following sizes made of 2mm SS sheet with message

and letters Plotter / Electronically cut text of vinyl

lamination including all nuts, bolts and other

accessories. (Material should be in compliance with

Code of practise for Road and Airport signs, Indian

Road congress 2010, IRC-67-2010) etc. complete

including cost of all materials, labour, lead, lift, loading

and unloading wastage, fixtures, HOM of machinery,

equipments etc. and the work is to be carried out as

35 per approved drawing and design and as per technical

specification and as per the direction of the Engineer-

in-charge of the work.

a) Ladies Toilet (4 Nos.) ( Size 150 mm x 150 mm)

(Only figure Based)

b) Gents Toilet (4 Nos.) ( Size 150 mm x 150 mm) (Only

c) Handicapped Toilet (7 Nos.) ( Size 150 mm x

d) Child Care (2 Nos.) ( Size 150 mm x 150 mm)

e) Drinking water ( Size 300 mm x 100 mm) (4 Nos)

f) Exit (6 Nos.)

g) Waiting Hall ( Size 300 mm x 100 mm) 2 No.

h) Tourist Information Centre ( Size 300 mm x

i) Restricted Area (Size 300 mm x 150 mm) (2 Nos.)

Rupees Nine hundred

23.5 j) Stairs (Size 300 mm x 100 mm) (Only figure Based) 970 Kg

k) Plates for office area (Size 300 mm x 100 mm) (10

l) Command and Control Room (Size 300 mm

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. according to

but may Description of Item Unit

be more In Figure In words

Wiring for light point/ fan point/ exhaust fan point/

call bell point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable in surface /

recessed Medium class PVC conduit, with modular

switch, modular plate, suitable GI box and earthing

1 the point with 1.5 sq.mm FRLS PVC insulated copper

conductor single core cable etc. as required.

300 Group C 1,467.00 Point

hundred sixty seven

Wiring for twin control light point with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable Rupees One

in surface / recessed medium class PVC conduit, 2 way thousand five

modular switch, modular plate, suitable GI box and hundred sixty two

earthing the point with 1.5sq.mm FRLS PVC insulated only

copper conductor single core cable etc. as required.

Wiring for light/power plug with 2 x 4 sq.mm FRLS PVC

insulated copper conductor single core cable in

Rupees two hundred

3 500 surface/recessed medium class PVC conduit alongwith 234.00 Mtr.

thirty four only

1 No 4 sq.mm FRLS PVC insulated copper conductor

single core cable for loop earthing as required.

Wiring for light/power plug with 4 x 4 sq.mm FRLS PVC

insulated copper conductor single core cable in

Rupees five hundred

4 500 surface/recessed medium class PVC conduit alongwith 537.00 Mtr.

thirty seven only

2 No 4 sq.mm FRLS PVC insulated copper conductor

single core cable for loop earthing as required.

Supplying & fixing suitable size GI box wih modular

plate and cover in front on surface or in recess Rupees seven

5 37 including providing and fixing 25 A modular socket 727.00 hundred twenty Each

outlet and 25 A modular SP MCB, "C" curve including seven only

connections, painting etc. as required. (AC)

Supplying and fixing suitable size GI box with modular

plate and cover in front on surface or in recess,

Rupees six hundred

6 20 including providng and fixing 2 nos. 3 pin 5/6 A 676.00 Each

seventy six only

modular socket outlet and 2 nos. 5/6 A modular

switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular

plate and cover in front on surface or in recess, Rupees four

7 20 including providing and fixing 3 pin 5/6 A modular 477.00 hundred seventy Each

socket outlet and 5/6 A modular switch, connections seven only

etc. as required.

Wiring for circuit/ submain wiring alongwith earth

wire with the following sizes of FRLS PVC insulated

copper conductor, single core cable in surface/

recessed medium class PVC conduit as required.

Rupees two hundred

2000 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 275.00 Mtr.

seventy five only

1500 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 334.00 hundred thirty four Mtr.

1200 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 439.00 hundred thirty nine Mtr.

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. according to

but may Description of Item Unit

be more In Figure In words

Rupees five hundred

1000 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 570.00 Mtr.

800 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 754.00 hundred fifty four Mtr.

500 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 1,005.00 Mtr.

thousand five only

500 4X 16 sq. mm + 2 X 6 sq. mm earth wire 1,365.00 Mtr.

hundred sixty five

Supplying and drawing co-axial TV cable RG-6 garde,

0.7 mm solid copper conductor PE insulated, shieled

Rupees forty seven

9 80 with fine tinned copper braid and protected with PVC 47.00 Mtr.

sheath in the existing surface/ recessed steel/ PVC

conduit as required

Suplying and fixing of following sizes of steel conduit

along with accessories in surface/recess including

painting in case of surface conduit, or cutting the wall

and making good the same in case of recessed

conduit as required. ( P A System )

Rupees two hundred

twenty three only

Rupees two hundred

Suplying and fixing of following sizes of Medium class

PVC conduit along with accessories in surface/recess

including painting in case of surface conduit, or

cutting the wall and making good the same in case of

recessed conduit as required.

Rupees one hundred

twenty eight only

Rupees one hundred

forty five only

Rupees one hundred

eighty four only

Supplying and Fixing following modular switch /

socket on the existing modular plate & switch box

including connections but excluding modular plate

12 etc. as required.

Rupees one hundred

3 For TV antenna socket outlet 148.00 Each

forty eight only

Supplying and fixing two module stepped type

electronic fan regulator on the existing modular plate

13 26 369.00 hundred sixty nine Each

switch box including connections but excluding

modular plate etc. as required.

Supplying & fixing following size / modules, GI box

along with modular base & cover plate for modular

switches in recess as required.

Rupees two hundred

25 1 or 2 Module (75 mm X 75 mm) 298.00 Each

ninety eight only

Quantities Tendered Rate Total amount

Quantities Tendered Rate Total amount

Sr. according to

but may Description of Item Unit

be more In Figure In words

20 3 Module (100 mm X 75 mm) 327.00 hundred twenty Each

30 4 Module (125 mm X 75 mm) 343.00 hundred fourty Each

30 6 Module (200 mm X 75 mm) 402.00 Each

hundred two only

20 8 Module (125 mm X 125 mm) 454.00 hundred fifty four Each

Rupees five hundred

16 12 Module (200mm X 150 mm) 547.00 Each

forty seven only

Supplying and fixing suitable size GI box with modular

plate and cover in front on surface or in recess,

Rupees five hundred

15 86 including providing and fixing 6 pin 5/6 & 15/16 A 586.00 Each

eighty six only

modular socket outlet and 15/16 A modular switch,

connections etc. as required.

Supplying and fixing extra conduit down rod of 20 cm

length G.I. pipe 15 mm dia, heavy gauge including

Rupees fifty two

16 11 painting etc. as required. (Note : More than 5 cm 52.00 Each

length shall be rounded to the nearest 10 cm and

cm or less shall be ignored)

Installation of exhaust fan in the existing opening,

17 23 including making good the damage, connection, 450.00 Each

hundred fifty only

testing, commissioning etc. as required.

Supplying and fixing 5 A to 32 A rating, 240/415 V,