REPAIRING AND RENOVATION OF VARIOUS BUILDING OF EMRS SCHOOL UKAI, TA:SONGADH, DIST : TAPI

m Quantity Unit Amount

Specifications) Figures

1 Demolition and disposal of unserviceable materials with all lead and lift.(i) 246.00 CMT. 624.49

Cement concrete.

2 Demolition of Brick work and stone masonry including stacking of serviceable 19.32 CMT. 564.15

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

Cement Mortar.

of 20 cm. Thickness. Incl. watering, ramming & consolidation etc. complete.

4 Providing and laying cement concrete 1:2:4 (1- Cement :2- Coarse sand : 4- graded 971.93 CMT. 3966.27

stone aggregates 20 mm nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth (A) PCC

5 Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work 16950.30 Kg 77.28

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

,Ground Floor , First floor , Terrace Floor All Floor Level.

6 Brick work using common brunt clay building bricks having crushing strength not 19.32 CMT. 4445.01

less than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1 cement :6

fine sand) etc.comp. (B) Conventional All Floor

7 20mm thick sand faced cement plaster on walls upto height 10 metres above 84.00 SMT 412.08

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

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

with mixing of water proofing plaster SBR All Floor

8 Providing and Fixing interlocking M-35 60 mm thick paver block (All types) The 4474.20 SMT 1202.91

paver block is fixing on including 60 mm Sand layer for levelling and filling the

joint with sand in proper line and level as per guidlines in proper line,level with

watering and compaction etc. as per directed by engg. and architect colour : Beige,

Grey,Dark Grey, Red. (size as per Architect/Consultant Instruction & Suggesions)

9 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete 400.00 RMT 370.68

block 30cm length,30cm height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

10 Providing and fixing concertina coil fencing with punched tape concertina coil 600 717.00 RMT 622.16

mm dia 10 mt openable length having 50 no rounds per 6 mt length, upto 3mt

height of requird shaped As per Directed Engeenier in charge. placed 2.4mt or

3.00mt apart and with 4 horizontal R.B.T. reinforced barbed wire(3 mm) , stud

tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts

or G.I.barbed wire tied to angle iron& necessary of paint all complete as per

direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.)/Spring core

(2.5 mm thick) and weight 43.478 gm/meter at compound wall for ESR M4/

intakewell.

11 Removing old colour by a washing and scraping and sand papering the wall 6412.92 SMT 164.86

surface smooth including necessary repairs to scratches complete and Priming:

Apply a liberal coat of exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended.Minimum 4-6 hours duration is

required between each coat of weather shield max paint Finishing wall with

weather proof max exterior paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

12 Removing old colour by a washing and scraping and sand papering the wall 22072.41 SMT 133.55

surface smooth including necessary repairs to scratches complete and Wall

painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated Ceiling,wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.Applying two coats of Birla (white cement

based) or (acrylic lapy- putty) or equivalent & two coats of primer of approved

brand and manufacture on new wall surface,Ceiling surface to give an even shade

including thoroughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

m Quantity Unit Amount

Specifications) Figures

13 Applying priming coat over new steel and other metel surface after and including 417.60 SMT 125.72

preparing the surface by throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood, scrapers and sand paper with

ready mixed priming paint brushing red lead. and Painting two coats (excluding

priming coat) on new steel and other metal surface with enamel paint, brushing,

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

including cleanicn the surface of all dirt, dust and other foreign matter.

14 Constructing brick masonry chamber for underground C.I. Inspection chamber and 4.00 NO 2932.92

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

C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and

Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand

:4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc. complete.(i) Inside dimensions 455mmx

610mm and 450mm deep for single pipe line.

15 Providing laying (to level or slopes) and jointing reinforced concrete Light duty 30.00 RMT 678.01

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

and butt ends prepared for collar joints including testing of joints complete.(D)

16 Excavation for foundation upto 1.5 m depth including sorting out and 238.00 CMT. 120.00

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( I ) 0 To 1.5 mt. Depth

17 Excavation for foundation upto 1.5 m to 3.0 m depth including sorting out and 38.84 CMT. 132.86

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT Depth

18 Filling in plinth with sand under floors including watering ramming, consolidating 54.00 CMT. 471.69

and dressing complete '(A) Foundation and plinth

19 Filling available excavated earth (Including rock in trenches plinth, sides of 223.78 CMT. 133.65

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering)

20 Providing and laying controlled cement concrete M.250 and curing complete 26.34 CMT. 4534.90

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in foundation, footings base of column and mass

concrete. (A) Footing/ Raft

21 Providing and laying controlled cement concrete M.250 and curing complete 6.69 CMT. 7176.05

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D) Column, Pillers, posts and

struts , upto Plinth

22 Providing and laying controlled cement concrete work M250 and curing complete 22.37 CMT. 6450.87

including the cost of form work but excluding the cost of reinforcement of

reinforced concrete work in Beams. (E) Beam, upto Plinth

23 Steel work welded in built up sections, framed work including cutting, hoisting, 75.96 Quintal 9108.48

fixing in position and applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees, flats with connecting

plates or angle cleats as in main and cross beams, hip and jack rafters, purlins

connected to common rafters and the like.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

m Quantity Unit Amount

Specifications) Figures

24 Providing & fixing colouron galvaniced steel, zinc / aluminium alluscoated sheet 426.00 SMT 1103.93

0.80 mm. thick roofing fixed with gslvanised grom J or L hook bolts and bolt

8mm dia with bituman and impet washer filled withwhite lead etc. Excluding the

cost of purlins rafter and trusses.

rupees One crore eighty six lakh eleven thousand seven hundred eighty nine only.

An amount of Rs.55,904.11 (Rupees Fifty Five Thousand Nine Hundred Four Paise Eleven Only) towards estimated salvage value of

dismantelled materials likely to be available from dismentalling the existing structure shall be recovered from the 1st R.A. Bill of this work

irrespective of the quantity actually received on site.

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in figures And words) of the

estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated Amount Put to tender. 1,86,11,789.00 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment

shall be made.

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

(3) GST and Income tax TDS will be deducted at a source while making payments of bills

(4) In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

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

(5) An amount of Rs.55,904.11 (Rupees Fifty Five Thousand Nine Hundred Four Paise Eleven Only) towards estimated salvage value of

dismantelled materials likely to be available from dismentalling the existing structure shall be recovered from the 1st R.A. Bill of this work irrespective of

the quantity actually received on site.

Signature of Bidder

Executive Engineer

Tapi ( R&B) Division

SHEDULE B Page