New Gujarat Pettarn Yojana-2025-26 (2236 Madyahan Bhojan) (1) Proposed Construction of Multy Purpose Shed At Rameshwar Madhyami Shala (2) Proposed Construction of Multy Purpose Shed At Madhyamik shala Asura , Tal. Dharampur, Dist. Valsad.

Item No. Quantity Unit Amount

Specifications) Figures

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

1 useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose 102.24 CMT. 117.07

or soft soil ' ( I ) 0 To 1.5 mt. Depth

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

2 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 14.12 CMT. 129.80

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

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

3 foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited 98.98 CMT. 130.39

layer by ramming and watering)

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

Filling in plinth with sand under floors including watering ramming, consolidating

and dressing complete '(A) Foundation and plinth

Providing and laying cement concrete 1:2:4 (1-Cement : 2- coarse sand : 4- hand

6 Machine crushed stone aggregates 40 mmnominal size) and curing complete including 36.20 CMT. 3855.17

cost of formwork in (A) PCC

Providing and laying controlled cement concrete M.200 and curing complete inculding

7 the cost of formwork but Excluding the cost of reinforcement for reinforced concrete 8.72 CMT. 4157.16

work in foundation, footings base of column and mass concrete. (A) Footing

Providing and laying controlled cement concrete M.200 and curing complete inculding

8 the cost of formwork but Excluding the cost of reinforcement for reinforced concrete 3.56 CMT. 7927.49

work in All Types of Column D) Column, Pillers, posts and struts , upto Plinth

SHEDULE B Page

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

Item No. Quantity Unit Amount

Specifications) Figures

Providing and laying controlled cement concrete M.200 and curing complete inculding

9 the cost of formwork but Excluding the cost of reinforcement for reinforced concrete 0.64 CMT. 7927.49

work in All Types of Column D) Column, Pillers, posts and struts, upto Ground Floor

Providing and laying controlled cement concrete M.200 and curing complete inculding

10 the cost of formwork but Excluding the cost of the cost of reinforcement for reinforced 14.32 CMT. 6229.68

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

Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work including

11 binding, bending and placing in position complete upto floor two level ,Ground Floor, 4178.60 Kg 76.21

(all floor).

Brick work using common brunt clay building bricks having crushing strength not less

12 than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1 cement :6 fine sand) 11.30 CMT. 4021.02

etc.comp. (B) Conventional Ground floor upto Plinth

20mm thick sand faced cement plaster on walls upto height 10 metres above ground

level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. Upto Ground Floor

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 laid over and

jointed with grey cement slurry including rubbing and polishing etc. complete. (B)

Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting

Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and

jointed with gray cement slury mixed with pigment to match the shade of slab includin

SHEDULE B Page

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

Item No. Quantity Unit Amount

Specifications) Figures

Finishing wall with weather proof exterior emulsion 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. 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

Applying priming coat over new steel and other metel surface after and including

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

17 priming paint brushing red lead. and Painting two coats (excluding priming coat) on 247.50 SMT 122.49

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.

Steel work welded in built up sections, framed work including cutting, hoisting, fixing

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

18 32.18 Quintal 9047.86

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

angle cleats as in

Providing & fixing colouron galvaniced steel, zinc / aluminium alluscoated sheet

mm. thick roofing fixed with gslvanised grom J or L hook bolts and bolt 8mm dia with

19 bituman and impet washer filled withwhite lead etc. Excluding the cost of purlins rafter 247.50 SMT 1161.50

and trusses.

SHEDULE B Page

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

Item No. Quantity Unit Amount

Specifications) Figures

Providing, laying and jointing in true line and level 110 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, pipe shall be

20 fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x 145 12.00 RMT 836.73

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.

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

Estimated Amount Put to tender. 18,98,367.32 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

(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

Signature of Bidder

Deputy Executive Engineer, Executive Engineer

Panchayat ( R&B) Sub Division, Panchayat ( R&B) Division

Dharmpur Valsad

SHEDULE B Page