BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1)

SCHEDULE NO. NAME OF WORK AMOUNT IN RS.

PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL

ROAD TO MAHESHWARI PUMPING STATION , PIJ ROAD LINE

SCHEDULE-B2 CONSTRUCTION WORK OF ASPHALT ROAD IN DRAINAGE PART

Total Amount Rs.

Total Amount Rs.

SCHEDULE-C1 OPERATION & MAINTENANCE

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.

ALL RATES ARE EXCLUDING GST , GST WILL BE PAID EXTRA

Estimated Amount Estimated Amount

Put to Tender Rs. Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Consulting Civil Engineer

DD (OPC) PVT LTD

City Engineer Chief Accountant

Nadiad Municipal Corporation Nadiad Municipal Corporation

Deputy Minicipal Commissioner Deputy Minicipal Commissioner

Nadiad Municipal Corporation Nadiad Municipal Corporation

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI

PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1).

PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI PUMPING STATION , PIJ

ITEM NO Quantity UNIT RATE AMOUNT Rs.

Excavation in bituminous road as per required gradient and

line including safety provisions using site rails and stacking

1.00 excavated stuff including up to all required lead cleaning the 1000.00 Cu Mt 288.65

site etc. complete for all lifts as specified. Excavation in

Bituminous Road

Excavation in bituminous road as per required gradient and

line including safety provisions using site rails and stacking

excavated stuff including up to all required lead cleaning the

site etc. complete for all lifts as specified. Excavation in

Bituminous Road - UP TO 1.50 MTR - In all sorts of soil and

---As Above---In hard rock and/or in C.C. 1:2:4 or RCC with

2.01 blasting, breaking, chiseling, or by chiseling/breaking only. 1655.33 Cu Mt 427.80

---As Above---1.50 TO 3.00 MTR - In all sorts of soil and soft

---As Above---3.00 TO4.50 MTR - In all sorts of soil and soft

---As Above---4.50 TO6.00 MTR - In soft rock and/or masonry

in CM or LM or Lime Concrete.

---As Above---6.00 TO 7.50 MTR - In soft rock and/or

masonry in CM or LM or Lime Concrete.

Providing bedding incl. ramming, watering, levelling,

consolidating etc. Complete as per standard and instruction

3.00 of engineer incharge. As above with required quality Sand 3792.40 Cu Mt 378.35

brought from outside inclduing all lead

RCC PIPES :- Providing & 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

4.00 Transportation Freight Charge , octroi,Inspection Charges , 2368.00 Rmt 755.00

Loading Unloading Conveyence Up To Departmental Stores

Stackign Etc. RCC NP3 Test Pressure 0.7Kg /Sq cm

Vertically Cast---- 300 mm Dia Pipe

4.01 ---As Above---400 mm Dia Pipe 1541.00 Rmt 1150.00

4.02 ---As Above---450 mm Dia Pipe 390.00 Rmt 1361.00

Lowering, Laying and jonting Of RCC Pipes In C.M.1:1:1/2 Of

Following Diameters In Proper Position Grade and

Allignement at all Level as directed By Engineer in Charge

Including Conveyence From Stores To Site of Work, Labour

Giving Hydraulic Testing as per ISI Code 300 MM Dia

5.01 ---As Above---400 mm Dia Pipe 1541.00 Rmt 174.80

5.02 ---As Above---450 mm Dia Pipe 390.00 Rmt 196.65

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI

PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1).

PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI PUMPING STATION , PIJ

ITEM NO Quantity UNIT RATE AMOUNT Rs.

SEWER MANHOLE :- Providing and constructing Sewer

manholes, scraper manholes and unit house connection

chamber, as per the type design in brick masonary in C. M.

1:3 and outsice plastering in C. M. 1:3 necessary coping in

R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and

covers (But excluding supply of manhole frame and covers)

over manholes and house connection chambers and fixing

Manhole covers (but excluding supplying of manhole covers)

6.00 over scraper manhole etc. complete, providing and fixing 25.00 No. 14005.85

safety chain wherever necessary as per the stipulations in

the type desing complete (excl. excavation).

Manhole type "A" Circular type having inside diameter of

1200 mm for depth upto 1.5 m depth (for 150 mm to

Manhole type "A" as above but up to 1.0 M depth.

Extra depth beyond 1 .0 M but up to 1 .5 M depth for "A"

type manhole above.

---As Above---Manhole type "B" circular type having inside

diameter of minimum 1500 mm and for depth from 1.5 M to

6.02 4.0 M (for 150 mm to 600 mm dia sewers) 61.00 No. 24283.40

Manhole type "B" as above but up to 1.5 M depth.

---As Above---Extra depth beyond 1 .5 M but up to 4.0 M

depth for type B manhole above.

---As Above---Manhole type "C" circular type having inside

diameter of minimum 1500 mm and for depth beyond 4.0 m

6.04 to 6.0 m (for 150 mm to 1800 mm dia sewers) 54.00 No. 60844.20

Manhole type "C" as above but up to 4.0 M depth.

---As Above---Extra depth beyond 4.0 M and up to 6.0 M

depth for type "C" manhole above.

---As Above---Manhole type "D2" circular type having inside

diameter of minimum 1500 mm and for depth beyond 6.0 m

6.06 to 10.0 m (for 600 mm to 1000 mm dia sewers) 20.00 No. 103290.70

Manhole type "D" as above but up to 6.0 M depth.

---As Above---Extra depth beyond 6.0 M and up to 10.0 M

depth for type "D" manhole above.

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI

PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1).

PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI PUMPING STATION , PIJ

ITEM NO Quantity UNIT RATE AMOUNT Rs.

Providing and erecting C. I. and MS ventilating columns

cms. dia. with C.I. ornamental cap and Min 6.00 Mtr. Height

(Height may be varying as per site) base fixed firmly with

necessary foundation with one coat of red lead oxide paint

and one coat of any approved colour with 15 cms, dia.10

7.00 Mt.in length with 0.35mt*0.35mt* M100 Encasing, 1.00 Nos 38911.40

stoneware or R.C.C. pipe connection with M.H. including

excavation and jointing as required etc. complete. as per

drawing and Fixing inposition. For 6 Mtr. Height ( 6 Mt MS

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete.

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200 Frame

& cover suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S.Angles or Flat,

curing mold work etc. (A) For Circular manhole (heavy duty)

Shoring or timbering for trench with 50 mm thick planks and

suitable size struts etc. complete.

Refilling the pipeline trenches incl. ramming, watering,

11.00 consolidating desposal of surplus stuff as directed within a 33344.07 Cu Mt 25.30

radius of 3 km.

VERTICAL DROP MANHOLE :- Providing and constructing

vertical drop arrangement of 0.6 m and more height as

required including providing and jointing special such as

double T. Bend required stoneware pipe fixed in m-100 C. C.

atrequired level as type design cutting, jointing and filleting

as per specification etc. complete.v Vertical drop

arrangement as above up to 0.6 m height.

12.01 Extra over of above for additional drop beyond 0.6 m 12.50 R.Mt. 2214.90

Fixing Of Manhole Frame Cover For Necessary Requirement

Making Job Connection Of Existing Manhole Connection

Drilling of 600mm dia Horizontal borehole for walermain

pipeline crossing under the road ind in all slrata with

requrfed length incl fixing of 500mm dia M.SIRCC casing

15.00 pipe with pushing etc complete Various size of pipe for 273. 300.00 Rmt 13344.78

1 to 355 .6rnm dia watermain (For 45 mt Length) -Without

Water Main & With MS Casing PIPE - 500 tHICK

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI

PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1).

PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI PUMPING STATION , PIJ

ITEM NO Quantity UNIT RATE AMOUNT Rs.

Drilling of 900mm dia Horizontal borehole for walermain

pipeline crossing under the road ind in all slrata with

requrfed length incl fixing of 800mm dia M.SIRCC casing

16.00 pipe with pushing etc complete Various size of pipe for 150.00 Rmt 25712.67

406.4 to 508 Mm dia watermain (For 45 mt Length)

Without Water Main & With MS Casing PIPE - 800 Thick

Add ror restoration of infrastructures hke Kharkua. Electncal

17.00 Line, Telephone cables all types. water tines. aas tine. seotic 300.00 LS 818.80

tanks etc Cable Repairing

Shoring or timbering tor trench with 50 mm lhick planks and

suitable size struts etc. Sq. M.complete.

Consulting Civil Engineer

DD (OPC) PVT LTD

City Engineer Chief Accountant

Nadiad Municipal Corporation Nadiad Municipal Corporation

Dy. Municipal Corporation Dy. Municipal Corporation

Nadiad Municipal Corporation Nadiad Municipal Corporation

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI

PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1).

CONSTRUCTION WORK OF ASPHALT ROAD IN DRAINAGE PART

ITEM NO Quantity UNIT RATE AMOUNT Rs.

Construction of 150mm thick Granular Sub Base (Grading I)

by providing coarse graded Black Trap material, mixing by

machanical means / rotavator, spreading in uniform layers

with motor grader as per required slope and gradient on

prepared surface and compacting with vibratory roller at

OMC to achieve the desired compaction complete as per

MORT & H clause

Providing & laying spreading and compacting 150mm thick

WBM Grade - II of B.T.M.C. metal 25mm to 90mm size

(hand brocken) including using 20% (13+7%) filler i.e. stone

screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust

including spreading in uniform thickness hand packing

2.00 rolling with vibratory roller8-10 tonnes in stages to proper 1124.63 Cu Mt 1512.66

garde and cmaber applying and brooming required types of

screening/binding materials to fill up the interstices of

coarse aggregate watering and compacting to the required

Providing & laying spreading and compacted stone

aggregate to wetmix macada 10cm th. As per sprecification

including premixing with water in machinemix plant,

3.00 carrige on road materals by tripper laying in uniform layers 749.75 Cu Mt 1064.07

with paver, base of coarse vibretor roller to the face and

vibreter achive the dry.

Providing and laying 50 mm thick compacted D.B.M with

B.T. stone aggregates as per MoRT&H gradation &

specification ithEmulsion (RS-1) for tack coat @

kg/10smt and bitumen grade VG - 30 for mixing at the rate

of 45.00kg/MT by weight of total mix i.e (4.50 % by weight

of total , heating the asphalt VG-30 and aggregates by

continuous batch mix plant & spreading the same by paver

finisher including rolling & consolidation with 10-12 tones

vibratory and power roller & providing all materials,

equipments, tools & plants, fire wood, oil, erosene, labour

charges etc. and using ontractor's own machineries drum

mix plant and paver finisher etc. complete.

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO MAHESHWARI

PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1).

CONSTRUCTION WORK OF ASPHALT ROAD IN DRAINAGE PART

ITEM NO Quantity UNIT RATE AMOUNT Rs.

Providing & laying 40mm thick Compacted Bitumine

Concrete(BC) (including Saline nanotechnology 0.1% of

bitumen) with BT aggregate as per M.O.R.T.&H.gradation

& asphalt grade VG-30 for mixing at the rate of 55 Kg./M.T.

i.e. 5.50% of total weight of total mix including heating the

aggregate & asphalt in continuous batch mix plant &

spreading the same by sensor paver finisher &

consolidation with vibratory roller & flushing sand @

Cum/ 100 Smt. including providing all materials

wquipments, tools & plants, fire wood, oil, kerosene,

labour charges etc complete using constractors own

machinery drum mix plant & paver finisher etc complete.

Providing and laying cement concrete 1:3:6 (1-Cement : 3-

coarse sand : 6- hand broken stone aggregates 40 mm

6.00 nominal size) and curing complete excluding cost of 100.00 Cu Mt 3005.76

formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

7.00 reinforcement for reinforced concrete work in (A) 150.00 Cu Mt 4235.01

Foundations footings, Base of columns and Mass

Consulting Civil Engineer

DD (OPC) PVT LTD

City Engineer Chief Accountant

Nadiad Municipal Corporation Nadiad Municipal Corporation

Dy. Municipal Corporation Dy. Municipal Corporation

Nadiad Municipal Corporation Nadiad Municipal Corporation

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR PROPOSED UNDER GROUND DRAINAGE RCC NP3 PIPE FOR PIPLAG ROAD TO CANAL ROAD TO

MAHESHWARI PUMPING STATION , PIJ ROAD LINE , NADIAD (DRAINAGE P-1).

OPERATION & MAINTENANCE

ITEM NO DESCRIPTION QTY RATE UNIT AMOUNT Rs.

Operation & maintenance of RCC Pipeline work, Asphalt

road work at Pij Road.

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance,

3) Preventive or Periodic Maintenance,

4) Major Maintenance (or Special repairs and replacement

including Training to O & M staff of Municipality. The rate

1.00 shall also include all consumables and deployment of 1.00 222745.48 Year

Manpower but excluding electric power (The electrical bill

for power shall be paid by the municipality) . The O & M

work shall be carried out as per detailed specifications in the

tender & maintaining the record for the same. -for 1st year

for 2nd year 1.00 222745.48 Year

for 3rd year 1.00 222745.48 Year

for 4th year 1.00 222745.48 Year

for 5th year 1.00 222745.48 Year

Consulting Civil Engineer

DD (OPC) PVT LTD

City Engineer Chief Accountant

Nadiad Municipal Corporation Nadiad Municipal Corporation

Dy. Municipal Corporation Dy. Municipal Corporation

Nadiad Municipal Corporation Nadiad Municipal Corporation