Construction of HDPE Pipelines network for supplying water to various village ponds from Khorsam-Matpur 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 Khorsam-Matpur Pipeline.

Particulars Qty Unit Total Amount

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.

(A) Excavation in all sorts of soil.

2 ITEM NO-2 Providing and supplying, 2890.00 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 315 mm

3 ITEM NO-3 Providing and supplying, 10080.00 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 280 mm

4 ITEM NO-4 Providing and supplying, 4360.00 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

5 ITEM NO-5 Providing and supplying, 1630.00 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,

SUMMARY SCHEDULE

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to the site, lowering and laying with

specials etc. complete. (a) 6.00 kg/cm2 355 mm

6 ITEM NO-6 Providing and jointing MS pipe of 132.00 Rmt 5317.65

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 anticorrosive paint etc. complete 300 MM

Dia 7.1 mm thick

7 ITEM NO-7 Providing, Supplying and Fixing I 17.00 No 21525.00

S I 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 Short Body)

8 ITEM NO-8 Drilling of 600 mm dia Horizontal 96.00 Rmt 11604.15

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

9 ITEM NO-9 Providing and constructing scour 15.00 No 38830.00

valve chamber for 280 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

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.

10 ITEM NO-10 Providing and constructing scour 1.00 No 38731.00

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

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.

SUMMARY SCHEDULE

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 scour 1.00 No 38625.00

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

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 air 73.00 No 10167.06

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 6.0 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-

13 ITEM NO-13 Providing and constructing air 14.00 No 10119.80

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 6.0 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-

14 ITEM NO-14 Providing and constructing air 8.00 No 10025.26

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 6.0 m with refilling and site clearance;

SUMMARY SCHEDULE

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-

15 ITEM NO-15 Providing and constructing tail 12.00 No 181784.64

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 6.0 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 × 10 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-

16 ITEM NO-16 Providing and constructing tail 1.00 No 181690.54

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 6.0 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 × 10 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-

17 ITEM NO-17 Providing and constructing tail 1.00 No 181681.05

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 6.0 m with refilling and site clearance;

providing and laying plain cement concrete in

SUMMARY SCHEDULE

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 × 10 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-

18 ITEM NO-18 Supplying & fixing portion 22.00 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.

19 ITEM NO-19 Providing videography on 1.00 per 2222.00

occasion of function or for ongoing construction day

work including dubbing, titling etc. complete

including cost of cassette /CD. For Whole day.

20 ITEM NO-20 Supplying & Fixing Road Sign 16.20 Sqmt 2410.87

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 (Nonreflective Type)

21 ItemNo.21 Cutting of existing M.S. Pipe and 11.00 Job 22180.61

fixing of 300 mm MS pipe with required Work

Generator machine, welding machine, Gas

cutter, labour and all material etc. complete.

22 ITEM NO-22 Crop Compensation 188640.00 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