Vadnagar Interlinking and Desilting of water bodies (Package-1) (3rd Invitation) : Desilting, Redevelopment and Construction of selected water bodies and interlinking of various water bodies with 2-year post completion maintenance in Vadnagar Town, District Mehsana, Gujarat under SJMMSVY

Schedule-B-1 Survey, Desilting, Excavation & Cofferdam

Schedule-B-2 Stone Pitching for Water bodies

Schedule-B-3 Recharge Well, Percolation Well & Bore Hole

Schedule-B-4 RCC Approach Road

Schedule-B-5 Inlet Structure

Schedule-B-6 Outlet Structure

Schedule-B-7 Interlinking

Schedule-B-8 Utility Shifting, Crossing and Box Culvert

Schedule-C Maintenance for 2-Years

Total Project Cost

I/We am/are willing to carry out the work at ………………… above/below/at par 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……………………………………………….

Schedule-B-1 : Survey, Desilting, Excavation & Cofferdam

Item Description Unit Qty. Rate Amount

1 DGPS/ Total station Surveying as directed by Engineer In- Sq.km 1.08 252500

Cleaning & Shrubbing

Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials By

mechanical means in area of light jungle

Dewatering for waterbody and allied works, foundation

3 areas, pits, trenches with diesel or electrical pumping HP/Hr 36801.93 21.07

arrangements including all cost of pipeline, materials,

labours as directed with all lifts etc. complete.

Excavation for foundation required depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto required lead.

Hard Murrum. All Excavated earth shall be used to

create a equally leveled bund around the lake as

directed by the engineer in charge

Up to 1.5 mt Depth

(B) Extra for excavation in wet condition and in all strata

Filling in foundation and plinth with murrum or selected

5 soil in layers of 20cm. thickness including watering, Cu.m. 213428.71 269.75

ramming and consolidating etc. complete

Providing and constructing cofferdam in waterbodies

including earth embankment, polyethylene sheet, 3 Per

layers of sand bags, and dismentaling cofferdam after Bag

completion of the work as directed by Engineer In

Charge. (Considering 1:2.5 slope with sandbag)

Schedule-B-2 : Stone Pitching for Water bodies

Item Description Unit Qty. Rate Amount

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass

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

2 reinforced cement concrete work including pumping of Cu.m. 5387.04 5063.42

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)

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

3 centering below supporting floor to ceiling not Sq.m. 38158.2 181.85

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass

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

work including bending, binding and placing in position

complete upto floor two level

Rubble Pitching

Providing and lying dry rubble pitching with base of

inverted filter as per design and drawing including

providing headers or hand packing trimming and

dressing of slopes etc. complete for leads as specified

and all lifts etc. complete.

Schedule-B-3 : Recharge Well, Percolation Well & Bore Hole

Item Description Unit Qty. Rate Amount

Construction of Percolation well (Khmbhati well)

Diameter 2.00 meter and 9.00 meter Depth (including

excavation all lead and lift material, Scafolding work,

removing or spreading excess earth work and all type of

safety precaution as instruction of Engineer incharge)

rate including hollow brick work of 230 mm thickness

and every 1.20 meter solid Brick work of 200 mm and

300 mm thick RCC Slab(including dead shttering) with

mm dia Reinforcement top bottom jali of 100 mm c/c

Depth measure from Top of slab to bottom of well for

waterbodies only.

Bore Hole for Percolation Well

Drilling of 300 / 315mm dia. bore in over burden strata

including lowering of 204 mm dia UPVC/225/ 250mm

dia. PVC / MSERW casing pipes up to required depth and

further drilling of 200mm dia. bore hole in all types of

2 Rocky Strata, soft rock & hard rock strata formation by Rmt. 3400 544

DTH rig including flushing of bore hole by air compressor

and measuring of yield of bore by V not chand fixing of

bore cap etc. complete. (Oer burden up to 12 mtr.) From

0 to 350 meters depth (Assuming depth of 100 m for

each bore hole to reach aqua)

Schedule-B-4 : RCC Approach Road

Item Description Unit Qty. Rate Amount

Excavation for foundation upto 1.5 m depth including

1 sorting out and stacking of useful materials and Cu.m. 53.28 268.21

disposing off the excavated stuff upto 50 Meter lead.

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of formwork

and reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass

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

3 reinforced cement concrete work including pumping of Cu.m. 274.72 5063.42

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)

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

4 centering below supporting floor to ceiling not Sq.m. 1231.36 181.85

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass

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

work including bending, binding and placing in position

complete upto floor two level

Schedule-B-4 : RCC Approach Road

Item Description Unit Qty. Rate Amount

Filling available excavated earth (excluding rock) in

6 trenches. plinth, sides of foundations etc. in layers not Cu.m. 757.76 136.92

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

Schedule-B-5 : Inlet Structure

Item Description Unit Qty. Rate Amount

Excavation for foundation upto 1.5 m depth including

1 sorting out and stacking of useful materials and Cu.m. 285.6 268.21

disposing off the excavated stuff upto 50 Meter lead.

Excavation for foundation 1.5 m 3.0 m depth including

1.1 sorting out and stacking of useful materials and Cu.m. 53.38 287.47

disposing off the excavated stuff upto 50 Meter lead.

Providing and laying rough chiseled dressed stone

flooring over 20mm thick base of cement mortar 1:5 (1-

Cement : 5-coarse sand) or L.M. 1:1.5 including pointing

with cement mortar 1:2 (1-cement : 2-stone dust) etc.

complete. (B) 40mm thick

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass

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

4 reinforced cement concrete work including pumping of Cu.m. 228.14 5063.42

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)

Schedule-B-5 : Inlet Structure

Item Description Unit Qty. Rate Amount

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

5 centering below supporting floor to ceiling not Sq.m. 1770.04 181.85

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass

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

work including bending, binding and placing in position

complete upto floor two level

Filling available excavated earth (excluding rock) in

7 trenches. plinth, sides of foundations etc. in layers not Cu.m. 100.81 136.92

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

Filling clayey soil

Filling in foundation and plinth with murrum or selected

soil in layers of 20cm. thickness including watering,

ramming and consolidating etc. complete

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, 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

Schedule-B-6 : Outlet Structure

Item Description Unit Qty. Rate Amount

Excavation for foundation upto 1.5 m depth including

1 sorting out and stacking of useful materials and Cu.m. 965.76 268.21

disposing off the excavated stuff upto 50 Meter lead.

Excavation for foundation 1.5 m 3.0 m depth including

1.1 sorting out and stacking of useful materials and Cu.m. 83.52 287.47

disposing off the excavated stuff upto 50 Meter lead.

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass

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

3 reinforced cement concrete work including pumping of Cu.m. 491.73 5063.42

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)

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not exceeding

4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass concrete

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

work including bending, binding and placing in position

complete upto floor two level

Schedule-B-6 : Outlet Structure

Item Description Unit Qty. Rate Amount

Filling available excavated earth (excluding rock) in

6 trenches. plinth, sides of foundations etc. in layers not Cu.m. 824.14 136.92

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

Providing and fixing 1.80 Metre high fencing with

Metre long M.S. Angle posts 40mm x 40 mm x6 mm and

oil painting 3 coats fixed at 2.5 Mt,C/c. with Seven

Horizontan lines and two diagonals of galvanised steel

7 barbed wire weighting 9.38 Kg. per 100 Metre, strained Rmt. 28405.03 844.68

and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete. with Chain link 2 - 10 x

gauge (Galvanised) fixed on the side using the same

supports with a height of 1.8m.

Outlet Sluice Gate

Sluice gate for waterbodies, including providing

8 supplying at the structure for fixing of sluice gate. Nos 21 219519.77

Mannually operared. Size as per required design and as

directed by Engineer In-Charge.

Schedule-B-7 : Interlinking

Item Description Unit Qty. Rate Amount

Cleaning & Shrubbing

Clearing and grubbing road land including uprooting rank vegetation grass

1 bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees HA 11.90 28455.09

cut earlier and disposal of unserviceable materials By mechanical means in area

of light jungle

2 Demolition including stacking of serviceable materilas and disposal of Cu.m. 938.95 1081.83

unserviceable materials with all lead and lift. (i) R.C.C. work / any Material

Excavation for foundation required depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto required lead. Hard

Murrum. All Excavated earth shall be used to create a equally leveled bund

around the lake as directed by the engineer in charge

Up to 1.5 mt Depth

Providing and laying controlled cement concrete M.150 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work in

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

Providing and laying controlled cement concrete M.250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work

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

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass concrete

7 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, kg 596311.41 77.29

binding and placing in position complete upto floor two level

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

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

disposited layer by ramming and watering.

Filling clayey soil

9 Filling in foundation and plinth with murrum or selected soil in layers of 20cm. Cu.m. 5612.43 269.75

thickness including watering, ramming and consolidating etc. complete

Earthwork in cutting including preparing the slope and camber andstacking or

utilising the cutting stuff in bank as directed upto 200 Meters from the end of

cutting with all lead and lift. (i) Hard murrum

Schedule-B-8 : Utility Shifting, Crossing and Box Culvert

Item Description Unit Qty. Rate Amount

Removing of existing pipeline incl. removal of specials, valves jointing material

including carting and stacking of removed material from site of work to the

department storeas directed excl. excavation and refilling.

D.I./ C. I. S. & S. Spun Pipes suitable for tyton joints

RCC/ Pre-stressed concrete Pipes

P. V. C./ HDPE/ GRP Pipes

Providing and supplying D. I. K-9 grade pipes for following nominal bore

diameter with internal cement mortar lining including all taxes, insurance,

2 transportation, freight charges, octroi, inspection charges, loading, unloading, Rmt. 50 1127

conveyance to stacking etc. complete. (IS 8329-2000). project cement mortor

lining shall be with sulphate resistance cement

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints /

Mortar lined D. I. Pipes of various classes with CI / MS specials of following

diameters in proper position, grade and alignment as directed by Engineer-in-

charge including hydraulic

testing etc. comp.

Providing and supplying ISI Standard R.C.C. 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

4 charges, octroi, inspection charges, loading, unloading, conveyance to Rmt. 50 881

departmental stores, stacking etc.

Class P3 Test Pressure 6 Kg/sq.cm

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

5 Engineer-in-charge including conveyance from stores to site of work, labour, Rmt. 50 136.85

giving hydraulic testing as per ISI code.

Schedule-B-8 : Utility Shifting, Crossing and Box Culvert

Item Description Unit Qty. Rate Amount

Providing and supplying in standard length ISI mark high density Polyethylene

H.D.P.E. Pipes suitable for potable water as per IS specification no. 4984/1995

including all local and central taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to the dept. stores etc.

Lowering, laying and jointing HDPE pipes and specials of following class and

diameter (By butt fusion welding method) including cost of conveyance from

7 stores to site of works at all level including cost of labour, material, giving Rmt. 50 8.05

satisfactory hydraulic testing etc. comp

Drilling of 1300mm dia Horizontal borehole for watermain pipeline under the

railway tracks incl all strata with requried length incl fixing of 1200mm dia

M.S.casing pipe of minimum 16mm thick Or IRS Casing Pipe with welding

pushing etc complete Providing & fixing various size of pipe for

559mm/610mm/660mm/711mm dia watermain of G.I/M.S pipe of minimum

6.3mm thick for railway permises as per instruction & regulations of Railway

authority & under supervision of Railway authority incl Provinding, supplying &

fixing of spacer at specified interval if required between Casing pipe and water

main,ISI make sluice valve of required size at both side of railway boundry with

construction of brickedge pavement incl C:C encasing 1:3:6 in 10mtr length of

pipe at both side. Incl Provinding & fixing of M.S/Iron Manhole frame with cover

for valve chamber with loacking arregment etc. complete with all material

labour fabrication,hydraulic testing of pipe & valve etc complete for 45mtr

Without Water main & with MS Casing Pipe

Size 2.5 x 3.0 in all strata of Soil

8.1 Size 3.0 x 3.0 in all strata of Soil Rmt. 50 354172.4

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.

Providing and laying controlled cement concrete M.150 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work in

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

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)

Schedule-B-8 : Utility Shifting, Crossing and Box Culvert

Item Description Unit Qty. Rate Amount

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass concrete

13 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, kg 16800 77.29

binding and placing in position complete upto floor two level

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

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

disposited layer by ramming and watering.

Schedule-C : Maintenance for 2-Years

Item Description Unit Qty. Rate Amount

Comprehensive Operation and Maintenance of the various components of

Bunds, Stone pitching, Recharge wells, Approach Road, Intake Structure, Outlet

Structure, Weir, Crossing, Sluice Gate, Wire Fencing, RCC Drains, Utility

Shifting, Box Culvert intelinking System etc. all allied work.

The also involves integration of essential Operation and Maintenence to

enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

1 2) Day to day Maintenance Year 1.00 9,62,574.00

3) Preventive or Periodic Maintenance,

4) Major Maintenance (or Special repairs and replacement including Training

to O & M staff of Municipality). The rate shall also include all consumables and

deployment of Manpower but excluding electric power. The O & M work shall

be carried out as per detailed specifications in the Tender & Maintaining the

record for the same.

Operation and maintainace for 1st Year

2 Operation and maintainace for 2nd Year Year 1.00 10,01,862.00