Construction Work of Bus Stand and UG Water Tank at Various Location Under 15 Percent Vivekadhin Year 2026-27

NAME OF WORK :- CONSTRUCTION WORK OF BUS STAND AND UG WATER TANK AT VARIOUS LOCATION

IN HALVAD, DI. MORBI

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ ________% Above /

Below_____________Percentage (should be writen in figures and words) of the Estimated rates mentioned

above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 12,73,261.00 Put to Tender Rs.

Add %Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Halvad Nagarpalika

Chief Officer President

Halvad Nagarpalika Halvad Nagarpalika

HALVAD NAGARPLAIKA - HALVAD

SCHEME :- 15% VIVEKADHIN YEAR 2026-27

NAME OF WORK :- CONSTRUCTION WORK OF BUS-STAND

LOCATION :- SARA CHOWK, AT. HALVAD, DIST. MORBI

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Description Qty. Unit Rate Amount

Excavation for foundation up to 1.5 M Depth including sorting out and stacking of

useful materials and disposing of the excavated stuff up to all lift and lead (A) 7.10 Cumt. 122.93

Excavation for foundation up to 1.5 M Depth including sorting out and stacking of

useful materials and disposing of the excavated stuff up to all lift and lead (B) 26.00 Cumt. 627.47

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :

Machine cut stone aggregate 40mm nominal size) and curing complete including 2.20 Cumt. 3253.01

cost of formwork in (a) Foundation and plinth.

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

including the cost of formwork and reinforcement for reinforced concrete work in 5.30 Cumt. 4089.87

(A) Foundations, footings, Base of columns and Mass concrete.

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

foundation etc.) in layer not exceeding 20 cm, in depth consolidating each depo 20.20 Cumt. 136.91

sited layer by ramming and watering.

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

and dressing etc. complete.

Providing and laying controlled cement concrete M.200 exposed work with curing

etc. complete including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in (A) BEAMS (ii) Having cross-sectional area

more than 0.08Sq.M and upto 0.12 Sq.M

Providing and laying controlled cement concrete M.200 exposed work with curing

etc. complete including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in (B) COLUMN (iii) Having cross sectional area

more than 0.08 Sqmt. And upto 0.12 sqmt.

Providing and laying controlled cement concrete M.150 and exposed work with

curing etc. complete including the cost of formwork but excluding the cost of

reinforsement for R.C.Cwork in (iv) Slabs having more than 10 cm and upto

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

4- graded stone aggregates 20 mm nominal size) for R.C.C lintel including

finishing smooth with,curing etc. complete including the cost of formwork but

excluding the cost of reinforcement.

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

graded stone aggregates 20 mm nominal size) for reinforced concrete Chhajjas

not exceeding 10cm. thickness upto floor two level including finishing the exposed

surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth and

even surface centering and formwork and curing complete excluding cost of

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

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

Brick work using common burnt clay building bricks having crushing strength not

less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- 7.80 Cumt. 4245.09

Cement : 5 -fine sand)(B) Conventional.

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - 3.30 Sqmt. 629.83

coarse sand ) in foundation and plinth (B) Conventional.

20mm thick sand faced cement plaster on walls up to height 10 mtrs. above

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

sand) and 8mm thick finishing coat of C.M. 1:1 (1 cement : 1 sand) etc. complete 110.10 Sqmt. 315.68

with interior plastering above floor two level for every additional storey hight (2)

Two coat plaster.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing

flooring by adhesive material including dismentaling of existing flooring and 20.20 Sqmt. 1476.54

jointed with color cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade.

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 - coarse sand) laid over and jointed with grey cement slurry mixed with 0.70 Sqmt. 1013.86

pigment to match the shade of slab including rubbing and polishing etc. complete.

(A) 25mm thick.

Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 mm /

300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on 10 mm. thick 86.80 Sqmt. 1488.23

cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement slurry.

Providing and fixing window having extruded aluminum Colour anodized section

frame main outer size 95mm x 24mm x 1.17mm (of Jindal Section no:2459 @

wt.of 0.738 Kg/mt), horizontal Three track member size 92mm x 31.75mm x

1.30mm (of Jindal Section no:8688,@ Wt.1.07 Kg/mt), vertical member of size

92mm x 31.75mm x 1.50mm (of Jindal Section no:8933,@ Wt. 1.06 Kg/mt) with

sliding shutters of horizontal member size 40 mmx18mm x1.29mm (of Jindal 3.60 Sqmt. 1583.95

Section no:8947@ wt.of 0.456 Kg/mt), vertical member of size 40mm x 18mm x

1.29 mm (of Jindal Section no:8949 @ wt.of 0.456Kg/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

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or

L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white lead complete excluding the cost of purlins, 35.00 Sqmt. 734.19

Rafters and Trusses.(1) 0.80 mm thick sheet.

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

fixing in position and applying a priming coat of read lead paint. (A)In beams and

joists, channels angles Tees, flats, with connecting plates or angle cleats as in 11.10 Qtl. 9108.48

main and cross beams. Hip and jack rafters, purlins conneted to common rafters

Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet fixed with G.I. J

or L Hooks, Bolts and nuts glavanised iron J or L Hooks Bolts and nuts 8mm dia 25.50 Sqmt. 1078.45

G.I. Limpet and bitumen washers complete.

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

with M.S. flats at required spacing and frame all-round square or round bars with 105.00 Kg. 109.24

round headed bolts and nuts or by screws. (A) Plain grill.

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 priming paint brushing red lead.

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.

Providing and fixing S.S. Bench Imported Meterial Incl., GST with etc. complete

as per directed by Engineer-in-charges. The work included all type of labour, 6.00 Sqmt. 12332.10

Installation Charges, Material charges, Transportation Charges.

Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of

1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC insulated

multistrand copper wires, in below type of pipe erected with 6A Tissino Type ISI

marked flush type switch / bell push and accessories erected on Metal /

PVC/Wooden Box covered with 3 mm thick PC(Polycarbonet) /Acrylic/Laminated 4 Pt. 354.51

sheet. with necessary Lamp holder/ceiling rose / H.D.Connector as directed. (a)

with medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete.

Total Amount Rs.....

Total Amount Rs.....

Stamp with Signature of Contractor

Consl. Engineer Civil Engineer Chief Officer President

"DESIGN POINT" Halvad Nagarpalika Halvad Nagarpalika Halvad Nagarpalika

Amreli Halvad Halvad Halvad

HALVAD NAGARPALIKA - HALVAD

SCHEME :- 15% VIVEKADHIN YEAR 2026-27

NAME OF WORK :- CONSTRUCTION WORK OF UG WATER TANK

LOCATION :- SARA CHOWK, AT.HALVAD, DIST. MORBI

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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

and disposing off the excavated stuff upto all lift and lead.(C) Hard Murrum.

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

and disposing off the excavated stuff upto all lift and lead.(D) Soft and Hard Rock. 11.50 278.06 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing & Laying controlled cement concrete M-200 for R.C.C Raft and cut-off walls including

necessary shutering laying,vibrating,ramming and curing complete.

Providing and casting in situ controlled cement concrete M-200 for R.C.C. solid slab including

centering, scaffolding curing and finishing complete.

Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete work in (K) Vertical and Horizontial its upto floor two 6.70 4878.54 Cumt.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in

position complete upto floor two level. 1151.80 77.28 Kg.

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

not exceeding 20cm. in depth consolidating each disposited layer by ramming and watering. 44.00 136.91 Cumt.

Providing 15 mm thick cement plaster in single coat on fair side brick/concrete wall for interior plastering

up to floor two level finished even and smooth in with Floating coat of neat cement. (i) cement Mortar 1:3 48.00 180.39 Sqmt.

(1 cement : 3 Sand).

20 MM thick sand faced cement plaster on walls upto height 10meters above ground level consisting of

12 MM thick backing coat of Cement Mortar 1:3 (1-Cement : 3-Sand) and 8MM thick finishing coat of 56.80 315.68 Sqmt.

Cement Mortar 1:1 (1-Cement : 1-Sand) etc. complete.

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less than 35Kg. 1.00 958.16 Nos

Providing and Laying in position Controlled Concrete M-200 grade concrete for using cement content as

per approved design mix manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer,manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to

site of laying, improve workability without impiring strength and durability as per direction of the engineer

in charge. (min cement level as per latest ID: 456 shall be maintained) for trimix C.C Road with trimix 37.50 5915.19 Cumt.

vaccume dewatering system work with power trowling sheet form with M.S Channel, surface vibrator with

providing road expansion joint having size 6mmx50mm by concrete cutter machine and filled with

bitumen, finishing with floor hardener necessary all equipments, all labour charges complete.

Total Amounts Rs…..

Total Amounts Rs…..

Stamp with Signature of Contractor

Consl. Engineer Civil Engineer Chief Officer President

"DESIGN POINT" Halvad Nagarpalika Halvad Nagarpalika Halvad Nagarpalika

Amreli Halvad Halvad Halvad