Construction of Compound wall, GI Shed for stacking material and Ground development work in Gandhidham Division store at KFTZ under Anjar Circle.

Name of work: Construction of Compound wall, GI Shed for stacking material and Ground

development work in Gandhidham Division store at KFTZ under Anjar Circle.

Sr NO PARTCULARS OF ITEM QTY RATE PER AMOUNT

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In Cement

Mortar. 1.00 557.32 Cmt.

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead. (A) Loose or

soft soil 9.00 121.72 Cmt.

Excavation for foundation up to 1.5M depth including

sorting out and stacking of useful materials and disposing

of the excavated stuff upto 50M. Lead. (B) Dense or hard

soil. 18.00 155.77 Cmt.

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

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

Hard Murrum 32.00 264.44 Cmt.

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

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

Soft rock not requiring Blasting 32.00 275.31 Cmt.

Filling available excavated earth ( excluding rock ) in

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

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering. 81.00 135.56 Cmt.

Filling in foundation and plinth with murrum or selected

7 soil in layers of 20 Cm. thickness including watering

ramming and consolidating etc. complete. 694.00 267.08 Cmt.

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

Coarse sand : 6- Graded brick bat aggregate 40mm normal

8 size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth

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

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

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base or columns and Mass

concrete 279.00 3989.13 Cmt.

Providing and laying controlled cement concrete M

and curing complete including the cost of form work and

10 excluding reinforcement for reinforced complete work in

foundation footings, Base of columns and mass concrete.

Providing and laying controlled cement concrete M.200

and curing comp. Including the cost of form work and

11 excluding reinforcement for R.C.C. in column, pillars posts

and struts up to floor two level, - GF column

Sr NO PARTCULARS OF ITEM QTY RATE PER AMOUNT

Providing & lying controlled concrete M-200 and finishing

smooth with curing etc complete including the cost of

12 form work but excluding the cost of reinforcement for

R.C.C. Work in . -Beam, coping, Lintel ,sill beam,

chhajahs,beam, Slab etc. For GF 7.00 6769.21 Cmt.

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

13 including bending, binding and placing in position

complete upto floor two level 4600.00 76.52 Kg.

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1-

Cement : 3 coarse sand: 6- graded stone aggregates of

mm and down grade) in foundation and plinth cement

morter 1:6 21.00 3734.62 Cmt.

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1-

Cement : 3 coarse sand: 6- graded stone aggregates of

mm and down grade) in foundation and plinth cement

morter 1:6 for super structure 14.00 4013.55 Cmt.

20 mm. Thick sand faced cement plaster on walls up to

height 10 meters above ground level consisting of 12 mm.

16 Thick backing coat of C.M. 1:3 (1 cement : 3 sand) and

mm. Thick finishing coat of C.M.. 1:1 (1 cement : 1 sand)

etc. complete. 310.00 312.56 Smt.

Applying One coat of exterior primer of approved brand

and manufacture on new wall surface to give an even

17 shade including thoroughly brushing the surface free from

mortar dropping and other foreign matter and sand

papered smooth. 1405.00 34.66 Smt.

Finishing wall with weather proof exterior emulsion paint

on wall surface( Two coats) to give an required shed even

18 shed after throughly brushing the surface to remove all

dirtand remains of loose powder materials etc compete

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists,

19 channels angles Tees, flats, with connecting plates or angle

cleats as in main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like

Providing corrugated G.I. Sheets Class-3 roofing fixed with

Galvanied iron 'J' or 'L' hooks bolts and nuts 8 mm.

20 diameter with bitumen and G.I.L impet washers filled with

white lead complete excluding the cost of purlins, raffers

and trusses. (I) 0.50 mm. Thick sheet 485.00 656.00 Smt.

Sr NO PARTCULARS OF ITEM QTY RATE PER AMOUNT

Constructing 125 mm thick Controlled cement concrete M-

200 Grade with Trimix Vacumm dewatering system with

power trowling sheet form work with M.S. channels,

srinking of fair hardness, Non oxidzing, Non metalic, heavy

21 duty floor hardner of FOSROC or equivalent at the rate of

0.5 Kg./Sq.M. with 10 mm x 10 mm size groove cutting in

concrete as constructution joint with necessary

equipments, labors as per design etc. Complete.

Providing and fixing concertina coil fecing with punched

tape concertina coil 600mm dia 10meter openable length

(total 90mt) having 50nos round per 6 mtr length, upto

mtr height of wall existing angle iron "Y" shaped placed

mt to 3mt apart with 9 horizontal R.B.T. reinforced barbed

wire stud tied with GI staples and GI clips retain horizontal,

including necessary bolts or GI barbed wire tied to angle

iron, all complete as per direction of EIC with reinforced

barbed tape (RBT) spring core (25mm thcik) wire of high

tensile strength of 165 (cost of MS angle, CC block shall be

paid separetely)

Providing and fixing rolling shutters for width below 3.5 M

of approved make made of 80 mm. Wide M.S. Laths inter-

locked together through their entire length and jointed

together at the end by end locks mounted on specially

23 designed pipe shaft with bracket plates, guide channels

and arrangements for in side and out side locking with

push-pull operation including the cost of Hood cover and

spring etc. complete. with 2 coats of oil painting etc.

completed. 6.00 3668.57 Smt.

Providing and fixing wall cupboards, of 18" depth using

18MM plywood for sides & shutters, 6MM plywood at

backside laminate of approved shade for all sides and

inside white laminate including materials such as beading

strips, handles, magnets, adhesive having good quality of

locking arrangements including labour complete in all

respect as directed by EIC.

TOTAL ESTIMATED COST IN RUPEES

Bidder's offer [B]

GRAND TOTAL [C = A +/- A*B ]

GRAND TOTAL [C = A +/- A*B ]

GST (CGST __% + SGST __%) [ D = C * GST% ]

GRAND TOTAL INCLUDING GST [ E = C + D ]

GRAND TOTAL INCLUDING GST [ E = C + D ]

Chief Engineer (Material)

PGVCL, Corporate Office, Rajkot