Construction of HDPE Pipelines network for supplying water to various village ponds from Modhera-Dharoi Pipeline

2. SUMMARY SCHEDULE

3. PAYMENT SCHEDULE

3.1 PREAMBLE TO PAYMENT SCHEDULE __________________________________

1. The bidder shall quote his firm and fixed lump sum price for the entire work under this contract,

as defined in detail in various sections of this bid document. However, increase or decrease in

quantity of certain items mentioned under Payment Schedule will be paid or recovered on pro-

rata basis as per Point 6 of this section.

2. It will be entirely at the discretion of the Employer to either accept or reject the bidder’s design

proposal, without giving any reasons whatsoever and the bidder shall not be permitted to

withdraw his bid on this account.

execution, any variation in the quantities under these items mentioned below which unit is other

than lumpsum (LS), shall be paid / recovered based on actual quantity executed on site. The

bidder shall verify other principal items at his end independently and assess the same if required.

d) Sluice Valves

e) RCC Chamber for Valve

f) Pipe Pushing for Highway crossing

g) Air Vent Kundi

i) Railway Bend

k) Road sign Board

l) Crop compensation etc.

4. The details of deviation from technical specifications and conditions of contract are to be

furnished in separate Volume. Financial implications against each item mentioned is to be quoted

in Volume. Only cost of admissible/ acceptable deviations from technical specifications and

conditions of contract will be considered for final price evaluation and will be added/ subtracted

in the price bid amount for evaluation purpose.

5. The work includes necessary liaison, co-ordination for execution of work with the concerned

local bodies, affected people and authorities (including obtaining permissions, applying for

power supply connection etc.) on behalf of the department and it shall be the scope of the

contractor. The cost of such work shall be deemed to be included in the relevant item of Price

6. Land cost for pumping Station to be borne by the department as per Government rules and

regulation. Land cost for getting ROU for laying pipeline shall be paid by the department as per

government rules and regulation. All other charges for crop compensation including cost of

manholes, kundies etc. shall be paid by contractor. The cost of same shall deem to be included in

respective item. All other charges for crop compensation, damage to the properties, insurance,

NOC & other miscellaneous charges are to be paid by the contractor for the entire period of the

contract. The bidder is instructed to refer the tender conditions / documents and quote the price

7. All the statutory charges & other charges such as fees, insurance, damage, NOC etc. for laying

of pipeline below railway, NH, SH and all other roads and other crossings are to be paid by the

contractor. However, if the concerned department insists to pay such statutory charges through

the department / owner, such charges shall be paid by the department / owner and such amount

shall be adjusted /recovered from the contractor’s bills. If any deposit which is reimbursable only

after construction period and completion of Operation and Maintenance of 05 years shall be paid

by the department. The bidder is instructed to refer the tender conditions / documents and quote

the price accordingly.

8. The bidder is instructed to refer tender provision for disposal of the excavated stuff and for royalty

charges and quote the price accordingly.

9. Payment Schedule gives the basis of interim payment for design, procurement, and construction

of all the mentioned works.

10. The bidder shall be deemed to have allowed in his price for provision, maintenance, and final

removal of all temporary works of whatsoever nature required for construction including

temporary bunds, diverting water, pumping, dewatering etc. for the proper execution of works.

The rates shall also be deemed to be included any work and setting out that may be required to

be carried out for laying out of all the works involved.

11. Grand total prices shall be entered in figures and in words. Where, there is a discrepancy between

11. Grand total prices shall be entered in figures and in words. Where, there is a discrepancy between

figure in numbers and the amount entered in words, the later shall govern.

specifications, indicative drawings and other sections of these bid documents and these

documents are to be taken as mutually explanatory of one another.

13. Prices quoted by the bidder shall be fixed for the entire period of contract, except the variation in

taxes and Price variation clauses specified in the tender documents.

14. The prices quoted shall also include the cost of materials to be utilized for testing at various

15. The bidder should acquaint himself with the site condition, including the access to worksite. The

successful bidder shall have to make suitable access to worksites at his own cost. These accesses

will also be used by the other contractors working for the department and shall not be liable for

any compensation.

16. The contractor is requested to refer the reference Clause 45 of Volume I - Standard Bid

documents (SBD) regarding GST and other taxes.

17. The Contractor has to collect & dispose of Hard rock met during execution of entire work. The

payment of the same shall be recovered from him at Rs 211.00 per m3 (rate of GWRDC SOR,

2023-24, ch-1 it- 34) for the hard rock. The Royalty charges if any shall have to be paid by

18. One (1) Percent of value of work will be deducted from each bill towards labour welfare cess as

applicable as per Standard Bid documents in Volume – I. All testing charges shall be borne by

19. Payment Schedule for interim payment is furnished in this volume.

2. SUMMARY SCHEDULE

Name of work: Construction of HDPE Pipelines network for supplying water to various village ponds

from Modhera-Dharoi Pipeline.

Sr. No Description Quantity Unit Rate (Rs.)

1 ITEM NO-1 Excavation of pipeline

trenches/ foundation trenches in the strata

shown below including depositing the

excavated stuff as and where directed up

to lead of 50 Mts. and 6.0 Mt lift of

excavation below average G.L. including

refilling, cleaning the site with thin jungle

cutting but excluding dewatering if any.

(A) Excavation in all sorts of soil.

2 ITEM NO-2 Providing and supplying, 1090.00 Rmt 3453.19

lowering in standard length ISI mark high

density polyethylene H.D.P.E. pipes

suitable for portable 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 site, lowering and laying with

specials etc. complete. (a) 10.00 kg/cm2

3 ITEM NO-3 Providing and supplying, 16580.00 Rmt 2323.00

lowering in standard length ISI mark high

density polyethylene H.D.P.E. pipes

suitable for portable 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 site, lowering and laying with

specials etc. complete. (a) 6.00 kg/cm2

4 ITEM NO-4 Providing and supplying, 36806.00 Rmt 1777.60

lowering in standard length ISI mark high

density polyethylene H.D.P.E. pipes

suitable for portable 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 site, lowering and laying with

specials etc. complete. (a) 6.00 kg/cm2

SUMMARY SCHEDULE

5 ITEM NO-5 Providing and supplying, 1480.00 Rmt 2668.42

lowering in standard length ISI mark high

density polyethylene H.D.P.E. pipes

suitable for portable 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 site, lowering and laying with

specials etc complete. (a) 10.00 kg/cm2

6 ITEM NO-6 Providing and supplying, 2200.00 Rmt 2900.72

lowering in standard length ISI mark high

density polyethylene H.D.P.E. pipes

suitable for portable 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 site, lowering and laying with

specials etc complete. (a) 6.00 kg/cm2

7 ITEM NO-7 Providing and jointing MS 408.00 Rmt 5317.65

pipe of required length with MS Flange of

following dia by necessary cutting and

welding works and laying the same in

excavated trench of rising main.

suction/delivery of pump motor after

laying the flanged pipes joint with

necessary nut bolt of required size by

using rubber packing of required

thickness after fitting MS pipe paint with

anti-corrosive paint etc. complete

300 MM Dia 7.1 mm thick

8 ITEM NO-8 Providing, Supplying and 68.00 No 21525.00

Fixing ISI mark CI D/F sluice valve as per

IS:14846 (Latest Edition) of following

class & diameter including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyances to departmental

store, stacking etc. complete.

Sluice valve 300 mm dia (PN-1, With

Hand Wheel/ Cap Operated-PD Type

9 ITEM NO-9 Drilling of 600 mm dia 762.00 Rmt 11604.15

Horizontal borehole for watermain

pipeline crossing under the road incl. in

all strata with required length incl. fixing

of 500 mm dia M.S./RCC casing pipe

with pushing etc. complete various size of

pipe for 273.1 to 355.6 mm watermain

10 ITEM NO-10 Providing and constructing 46.00 No 38830.00

scour valve chamber for 280 mm dia

SUMMARY SCHEDULE

pipeline including excavation, refilling

and site clearance; providing and laying

PCC in 1:4:8 and RCC 1:2:4 with

centering and shuttering including TMT

reinforcement Fe-500, brick masonry in

C.M. 1:6 for chamber walls with 15 mm

thick cement plaster in C.M. 1:3 and

providing and fixing M.S. cover

fabricated from 35×35×5 mm M.S. angle

and 3 mm thick M.S. plate with red oxide

and two coats anti-corrosive paint,

including all materials, labour, leads and

lifts complete as per drawing and

direction of Engineer-in-Charge.

11 ITEM NO-11 Providing and constructing 20.00 No 38731.00

scour valve chamber for 315 mm dia

pipeline including excavation, refilling

and site clearance; providing and laying

PCC in 1:4:8 and RCC 1:2:4 with

centering and shuttering including TMT

reinforcement Fe-500, brick masonry in

C.M. 1:6 for chamber walls with 15 mm

thick cement plaster in C.M. 1:3 and

providing and fixing M.S. cover

fabricated from 35×35×5 mm M.S. angle

and 3 mm thick M.S. plate with red oxide

and two coats anti-corrosive paint,

including all materials, labour, leads and

lifts complete as per drawing and

direction of Engineer-in-Charge.

12 ITEM NO-12 Providing and constructing 2.00 No 38625.00

scour valve chamber for 355 mm dia

pipeline including excavation, refilling

and site clearance; providing and laying

PCC in 1:4:8 and RCC 1:2:4 with

centering and shuttering including TMT

reinforcement Fe-500, brick masonry in

C.M. 1:6 for chamber walls with 15 mm

thick cement plaster in C.M. 1:3 and

providing and fixing M.S. cover

fabricated from 35×35×5 mm M.S. angle

and 3 mm thick M.S. plate with red oxide

and two coats anti-corrosive paint,

including all materials, labour, leads and

lifts complete as per drawing and

direction of Engineer-in-Charge.

13 ITEM NO-13 Providing and constructing 191.00 No 10167.06

air vent kundi for 280 mm dia pipeline

including excavation of foundation trench

in all kinds of soil up to required depth

including depositing excavated earth

within lead up to 50 m and lift up to

m with refilling and site clearance;

providing and laying plain cement

SUMMARY SCHEDULE

concrete in C.C. 1:4:8 and C.C. 1:2:4 for

foundation including curing; providing

and fixing 80 mm dia G.I. pipe; and

providing and fixing I.S.I. mark double

acting air valve 80 mm dia with necessary

fittings including testing, with all

materials, labour, leads and lifts complete

as per approved drawing and direction of

Engineer-in-Charge.

14 ITEM NO-14 Providing and constructing 89.00 No 10119.80

air vent kundi for 315 mm dia pipeline

including excavation of foundation trench

in all kinds of soil up to required depth

including depositing excavated earth

within lead up to 50 m and lift up to

m with refilling and site clearance;

providing and laying plain cement

concrete in C.C. 1:4:8 and C.C. 1:2:4 for

foundation including curing; providing

and fixing 80 mm dia G.I. pipe; and

providing and fixing I.S.I. mark double

acting air valve 80 mm dia with necessary

fittings including testing, with all

materials, labour, leads and lifts complete

as per approved drawing and direction of

Engineer-in-Charge.

15 ITEM NO-15 Providing and constructing 11.00 No 10025.26

air vent kundi for 355 mm dia pipeline

including excavation of foundation trench

in all kinds of soil up to required depth

including depositing excavated earth

within lead up to 50 m and lift up to

m with refilling and site clearance;

providing and laying plain cement

concrete in C.C. 1:4:8 and C.C. 1:2:4 for

foundation including curing; providing

and fixing 80 mm dia G.I. pipe; and

providing and fixing I.S.I. mark double

acting air valve 80 mm dia with necessary

fittings including testing, with all

materials, labour, leads and lifts complete

as per approved drawing and direction of

Engineer-in-Charge.

16 ITEM NO-16 Providing and constructing 38.00 No 181784.64

tail kundi for 280 mm dia pipeline

including excavation of foundation trench

in all kinds of soil up to required depth

including depositing excavated earth

within lead up to 50 m and lift up to

m with refilling and site clearance;

providing and laying plain cement

concrete in C.C. 1:4:8 and C.C. 1:2:4 for

foundation including curing; providing

brick masonry with conventional bricks

SUMMARY SCHEDULE

in C.M. 1:6 for foundation and walls

including scaffolding and raking of joints;

providing cement plaster in C.M. 1:3

including finishing with floating coat of

neat cement slurry and curing; and

providing cement sand vata 10 cm ×

cm quarter round in C.M. 1:1 with neat

cement finishing, including all materials,

labour, leads and lifts complete as per

approved drawing and direction of

Engineer-in-Charge.

17 ITEM NO-17 Providing and constructing 16.00 No 181690.54

tail kundi for 315 mm dia pipeline

including excavation of foundation trench

in all kinds of soil up to required depth

including depositing excavated earth

within lead up to 50 m and lift up to

m with refilling and site clearance;

providing and laying plain cement

concrete in C.C. 1:4:8 and C.C. 1:2:4 for

foundation including curing; providing

brick masonry with conventional bricks

in C.M. 1:6 for foundation and walls

including scaffolding and raking of joints;

providing cement plaster in C.M. 1:3

including finishing with floating coat of

neat cement slurry and curing; and

providing cement sand vata 10 cm ×

cm quarter round in C.M. 1:1 with neat

cement finishing, including all materials,

labour, leads and lifts complete as per

approved drawing and direction of

Engineer-in-Charge.

18 ITEM NO-18 Providing and constructing 1.00 No 181681.05

tail kundi for 355 mm dia pipeline

including excavation of foundation trench

in all kinds of soil up to required depth

including depositing excavated earth

within lead up to 50 m and lift up to

m with refilling and site clearance;

providing and laying plain cement

concrete in C.C. 1:4:8 and C.C. 1:2:4 for

foundation including curing; providing

brick masonry with conventional bricks

in C.M. 1:6 for foundation and walls

including scaffolding and raking of joints;

providing cement plaster in C.M. 1:3

including finishing with floating coat of

neat cement slurry and curing; and

providing cement sand vata 10 cm ×

cm quarter round in C.M. 1:1 with neat

cement finishing, including all materials,

labour, leads and lifts complete as per

SUMMARY SCHEDULE

approved drawing and direction of

Engineer-in-Charge.

19 ITEM NO-19 Supplying & fixing portion 68.00 No 15292.41

submerged arc welded MS Railway bend

outside coated with best quality

bituminous paint having bewailed and

plates or coil confirming to ISI 3589/2001

or its latest revision /ammendment for

following thickness. 300 mm dia.

20 ITEM NO-20 Providing videography on 1.00 per 2222.00

occasion of function or for ongoing day

construction work including dubbing,

titling etc. complete including cost of

cassette/CD. For Whole day

21 ITEM NO-21 Supplying & Fixing Road 58.32 Sqmt 2410.87

Sign Board of MS Plate & Angel Iron Incl

Painting Lettering Etc. Comp. Incl.

Fixing in CC (1:4:8) With necessary

Excavation Etc. Comp Asper IRC Type

Design (Non-Reflective Type)

22 ItemNo.22 Cutting of existing M.S. Pipe 34.00 Job 22180.61

and fixing of 300 mm MS pipe with Work

required Generator machine, welding

machine, Gas cutter, labour and all

material etc. complete.

23 ITEM NO-23 Crop Compensation 573940.00 Sqmt 7.58

I/ We am/ are willing to carry out the work at ______ % above/ below percent (Should be written in figures and

words) of the estimated rate mentioned above. Amount of my/ our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct ______ % below Add ______ % Above

Executive Engineer

Seal & Signature of Contractor Kherva

SUMMARY SCHEDULE

3. PAYMENT SCHEDULE

Terms of Payment for all Works – Payment Schedule

3.1 PREAMBLE TO PAYMENT SCHEDULE

Representative shall assess the value of each component as indicated in paragraph 4 herein

2. Percentages are indicated against each component of each item of Civil works specified in

related to the total costs of the concerned item as whole. A head titled (any other item(s)) is

included in each breakdown of schedule. The tenderer shall at the time of tendering indicate

any addition items which he considers necessary but cannot be covered by any of the heads

indicated in the breakup.

3. The percentage breakup as indicated in the Schedule may differ from that corresponding to

the tenderer’s scheme and design and he should take this into account while quoting his prices

4. The contractor shall after approval of his detailed designs and drawings furnish to the

Employer's Representative an initial bill of quantities for all major items, to be reviewed and

updated periodically with the Employer's Representative. This bill of quantities will be used

for assessment of percentage progress of the component at any stage. Measurement shall be

jointly taken by the Employer's Representative and the Contractor, mutually agreed and

entered in the measurement books in the form and by the method approved by the Employer's

Representative and signed jointly by both the parties.

PAYMENT SCHEDULE

3.2 PAYMENT SCHEDULE

Percentage Payment to be

Item released of respective item

Description of Item

Excavation for pipeline trenches in all strata 60%

Refilling of Trenches. 40%

2 H.D.P.E Pipe (All Dia)

Manufacture & inspection completed at factory/ Plant & certificate

issued by TPI or approving authority and Supply of pipe & 60%

transportation to work site etc.

Excavation for pipeline trenches in all strata’s including bedding

Lowering, laying, jointing including all Field testing etc. Complete 20%

Refilling of Trenches. 10%

On Satisfactory trial run & commissioning including Hydro-

3 MS PIPE (All Dia)

Manufacture & Supply of Spirally Arc welded M.S. pipes with

necessary shop testing - On completion of Inside and Outside

Coating of pipeline transportation to work site etc. (Except inside 60%

& outside coating for length of maximum 15 cm on both end of

Excavation for pipeline trenches in all strata including bedding etc. 5%

Lowering, laying, jointing including all Field testing and

Ultrasonic test.

Refilling of Trenches. 10%

On Satisfactory completion of “C” value testing. 2%

On Satisfactory trial run & commissioning including Hydro-

4 SLUICE VALVE (All Dia)

On receipt of material at work site in good condition 65%

On erection of valves 30%

On hydraulic testing and satisfactory trial run & commissioning. 5%

The payment shall be made on successful completion of the said

work as per drawing.

On commissioning of system & NOC from respective authority 10%

6 SCOUR VALVE CHAMBER (All Dia)

The payment shall be made on successful completion of the said 90%

PAYMENT SCHEDULE

work as per drawing.

On satisfactory trial run & commissioning 10%

7 AIR VENT KUNDI -AIR VALVE (All Dia)

On receipt of material at work site in good condition 50%

On erection of valves and the payment shall be made on successful

completion of the said work as per drawing.

On hydraulic testing and satisfactory trial run & commissioning. 5%

8 TAIL KUNDI (All Dia)

The payment shall be made on successful completion of the said

work as per drawing.

On satisfactory trial run & commissioning 10%

On receipt of material at work site in good condition 65%

On erection of Bend 30%

On hydraulic testing and satisfactory trial run & commissioning. 5%

The payment shall be made on successful completion of the said

work as per instruction.

11 ROAD SIGN BOARD

On receipt of material at work site in good condition 70%

On erection of Board 30%

12 CUTTING MS PIPE

The payment shall be made on successful completion of the said

work as per drawing & instruction.

On satisfactory trial run & commissioning 10%

13 CROP COMPANSATION

The payment shall be made on successful completion of the said

work as per instruction.

On commissioning of system & NOC from respective authority 40%

PAYMENT SCHEDULE