Bid Documents for Gandhidham SWD : "Designing, Providing, Supplying and Constructing an Storm Water Drainage System in Green Pan Area to Cargo Slum Area at Gandhidham, Gujarat, Comprising RCC Box Type of Drainage Network Along with Dredging and Desilting Operation of Existing Drain for Enhanced Urban Flood Mitigation and Water Flow Management and Highway Crossing at Cargo Slum Area, Etc., Including 03-[Three] Years Defect Liability Period For Gandhidham Muncipal Corporation Strom Water Drainage Project, Tal: - Gandhidham, Dist.: Kutch, Gujarat” (2nd Attempt)

Schedule - B Abstract

Schedule No. Description Amount (In Rs.)

Construction of RCC Box Type Storm Water Drain Network in Green Pan Area to Chawla Chok to

SCHEDULE - B2 Highway Crossing at Cargo Slum Area

Total Project Cost=

I / We am / are willing to carry out the work at ………………………………… at par / above / below percent (should be written in figures and words),

the estimated rates mentioned above. Now amount of my / our tender works out as under.

* Estimated Amount * Estimated Amount

Put To Tender Put To Tender

Rupees In Word………………………………...……… Rupees In Word………………………………….…

Engineer Municipal Engineer

Bhavi Consultancy, Anand Gandhidham Municipal Corporation

City Engineer Deputy Commissioner

Gandhidham Municipal Corporation Gandhidham Municipal Corporation

Bid Documents for Gandhidham SWD : "Designing, Providing, Supplying and Constructing an Storm Water Drainage System in Green

Pan Area to Cargo Slum Area at Gandhidham, Gujarat, Comprising RCC Box Type of Drainage Network Along with Dredging and

Desilting Operation of Existing Drain for Enhanced Urban Flood Mitigation and Water Flow Management and Highway Crossing at

Cargo Slum Area, Etc., Including 03-[Three] Years Defect Liability Period For Gandhidham Muncipal Corporation Strom Water

Drainage Project, Tal: - Gandhidham, Dist.: Kutch, Gujarat”. (2nd Attempt)

Name of Work : Storm Water Collecting of Green Pan to Chawla Chok (Channel Section) to Cargo Slum

Sr. No. Item Description Qty Unit Rate Amount (Rs.)

Excavation for for pipeline trencher for storm water channel,

water supply, sewerage line, manhole ec. all with shoring and

struting if required as per require gradient and line including

safety provision using site rails and stacking exvavated stuff

including upto all rquired lead cleaningthe site etc. completed for

all lifts and strata as specified.

1.1 0 to 1.5 m (in all sorts of soil and soft murrum) 8475.65 Cum 102.35

1.2 1.5 to 3.0 m (in all sorts of soil and soft murrum) 9053.54 Cum 112.7

1.3 3.0 to 4.5 m (in all sorts of soil and soft murrum) 9053.54 Cum 118.45

1.4 4.5 to 6.0 m (in all sorts of soil and soft murrum) 7456.01 Cum 125.35

GWSSB SOR 22-23, Part 1&2, Item No.1, pg.

P.C.C.: 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.

R.C.C.: Providing and laying controlled cement concrete M.250

and curing complete including the cost of formwork and

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete. (B) Flat surfaces

such as soffits of supspened floors slabs Landings and the like. (1)

Floors etc. and (C) Vertical surface such as walls (any thickness)

partitions and the like including attached buttresses & string

course & the like.

(j) Channel Section - 2800 mm Width

3.1 RCC Raft 929.12 Cum 4450.06

3.2 RCC Wall 2493.20 Cum 5878.2

3.3 RCC Slab 849.48 Cum 4780.33

R.C.C. for Highway Crossing: Providing and laying in position

Ready Mixed M-300 grade concrete for reinforced cement

conctere work , 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, excluding

the cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) (Cement

(j) Channel Section - 2800 mm Width

4.1 RCC Raft Fotting 104.65 Cum 5315.63

4.2 RCC Wall 405.62 Cum 6448.85

4.3 RCC Slab 124.80 Cum 5377.24

Sr. No. Item Description Qty Unit Rate Amount (Rs.)

Reinforcement for RCC: Providing TMT Bar FE 500D reinforcement

for R.C.C. work including bending, binding and placing in position

complete upto floor two level

Do-CRS steel all diameter Fe 500grade confirming to relevant I.S. 490687.00 KG 77.29

Refilling the Pipeline Trenches & Manholes incl. Ramming,

watering, consolidating and disposal of surplus stuff as directed

within a radius of 3 KM. Refilling as directed.

Perforated cover at Top Slab - Cover in 3 parts with lifting

arrangment @ 10m c/c:

Providing and laying in position Ready Mixed M-300 grade concrete

for reinforced cement conctere work , 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, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and

durability as per direction of the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS 456 shall be maintained)

(Cement level 475 kg )

(j) 2800 mm Width Channel - (3m length x 0.3m width x 0.15m

thick) 51.84 Cum 5377.24

Reinforcement for Cover: Providing TMT Bar FE 500D

reinforcement for R.C.C. work including bending, binding and

placing in position complete upto floor two level

Do-CRS steel all diameter Fe 500grade confirming to relevant I.S. 5184.00 KG 77.29

Reinstatement of Asphalt Road: Reinstatement of asphalt roads

with 150 mm sand, 200 mm spouls, 150 mm black trap metal (25-

40 mm size), 150 mm aggregate (6-12 mm), quarry dust as inert

material, watering, ramming with roller, tack coat 1 kg/ sqm, pre-

mix carpet 50 mm and seal coat 6 mm of bitumen 80/100 over

refilled soil of at least 200-300 mm on top of pipe (depending

upon minimum cover of 0.9 m to 1 m depending upon topography)

Bid Documents for Gandhidham SWD : "Designing, Providing, Supplying and Constructing an Storm Water Drainage System in

Green Pan Area to Cargo Slum Area at Gandhidham, Gujarat, Comprising RCC Box Type of Drainage Network Along with

Dredging and Desilting Operation of Existing Drain for Enhanced Urban Flood Mitigation and Water Flow Management and

Highway Crossing at Cargo Slum Area, Etc., Including 03-[Three] Years Defect Liability Period For Gandhidham Muncipal

Corporation Strom Water Drainage Project, Tal: - Gandhidham, Dist.: Kutch, Gujarat”. (2nd Attempt)

Name of work : Highway Crossing at Cargo Slum

Sr. No. Item Description Qty Unit Rate Amount (Rs.)

Providing and supplying ISI standard RCC pipes (of Sulphate

resisting Cement) in standard lengths of following class and

diameter suitable for either collar joints or rubber ring joints

including all taxes, insurance, transportation, freight charges,

octroi ,inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete as per (IS

458/1989). Class NP4

Note : One collar should be provided with each full length plain

ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost

included in rates below.

1800 mm dia NP4 class (Horizontal cast) 55.00 Rmt 19255.00

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade and alignment at

all level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving hydraulic

testing as per ISI code.

1800 mm dia NP4 class (Horizontal cast) 55.00 Rmt 747.50

Disposing off the excavated stuff : Add extra for Disposing off

the excavated stuff upto lead of (D) 400 m to 500 m 172.79 Cu.M 129.28

Bedding : Providing bedding incl ramming, watering, levelling,

consolidating etc. complete as per standard and insturction of

engineer incharge

As above with required quality Sand brought from outside

inclduing all lead 14.3 Cu.M 378.35

Restoration : Add for restoration of infrastructures like

Kharkuwa, Electrical Line, Telephone cables all types, water

lines, gas line, septic tanks, etc. Kharkuwa Repairing 5 Nos. 2,220.65

Reinstatement of Asphalt Road: Reinstatement of asphalt roads

with 150 mm sand, 200 mm spouls, 150 mm black trap metal

(25-40 mm size), 150 mm aggregate (6-12 mm), quarry dust as

inert material, watering, ramming with roller, tack coat 1 kg/

sqm, pre- mix carpet 50 mm and seal coat 6 mm of bitumen

80/100 over refilled soil of at least 200-300 mm on top of pipe

(depending upon minimum cover of 0.9 m to 1 m depending

upon topography) 54.00 Sq.M 713

Road Crossing :Drilling of Horizontal bore hole for water main

pipeline under the Railway / Road tracks in all strata with

required length including fixing of M.S.(or as specified by

Railway / Road authority) casing pipe of suitable size and

Thickness. Rate includes the cost of Drilling of bore hole

Casing pipe & welding pushing etc complete but excluding the

cost of water main, valves and other items. Entire work should

be as per Approved Drawing and as per instruction of Railway /

Road authority for Following diameter of Bore hole. for MS pipe

Dia of Drilling of borehole: 2400 mm

Dia of MS Casing pipe : 2100 mm

Dia of Water main pipe line : 1800 mm 55.00 Rmt 77,668.70