15 VIKENDRIT JILLA AYOJAN GRANT (2026-27)

Name of work : Construction Work of R.C.C Road, Paverblock, LED Street Light, Drainageline, Column Pipe,

Motor and Panelboard @ Kheda Nagar Palika, District: Kheda.

Sr. No. Discription of Work Estimated Amount

1 Supplying & Installing LED Street Light N.H.8 to Somnath mahadev Temple new Road

Providing and Installing Motor, Panel Board and Column Pipe for Viththalpura Waterworks

Construction Work of R.C.C Road from Kheda Camp New Indiranagari Babubhai Bhulabhai Vadi

House to Narsinhbhai Devipujak House

Construction Work of R.C.C Road from Merinben House to Hanifbhai Madanbhai House Kheda

Construction Work Of R.C.C Road Opp. Side Dudh Dairy to Vatrak River Near Kheda Hanumanji

6 Providing and Laying Paverblock from N.H.08 Highway to Satkodha Paryatak Place

7 Providing and Laying Paverblock in Shantinagar Waterworks

Construction Work of Drainage Line from Kheda Camp New Indiranagari Babubhai Bhulabhai

Vadi House to Narsinhbhai Devipujak House

Construction Work of Drainage Line from Merinben House to Hanifbhai Madan House Kheda

10 Construction Work of Drainage Line from Lakdna pitha to Satishbhai Sengal house

Total Estimated Amount Rs.

SAY TOTAL AMOUNT

SAY TOTAL AMOUNT

SB-1 (Supplying & Installing LED Street Light N.H.8 to Somnath mahadev Temple new Road)

Sr. No Qty DESCRIPTION OF ITEM Rate Per Amount

Supplying and erecting LED street light / Flood light fittings with High power White LEDs

wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing with smooth finish powder

coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or embossed 160 to 270 V,Power

1 5.00 Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire 3345.12 No

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line

supply with over-voltage protection. (i) above 36 to 48 watts Cat-lll

Supplying and erecting approved make Conical Pole (Medium Duty ) Made from HR sheet

steel. The pole should be made as per IS. and shall be coated with hot dip galvanizing as per

IS 2629/2633/4759, with required base plate and integral Junction box consist of terminal

plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting,

2 5.00 stud type terminal and arrangement for cable terminations as erected on suitable 10169.69 No

foundation (included) with necessary GI nut-bolts/J-Bolts. as per details given by

manufacturer considering site requirement. The length of poles are as below. (D) 6 Mtr.

Long 70 mm Top X 160 mm bottom dia, 3 mm thickness

Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation

for the pole of size 45 x 45 x 100 cm. Deep in below ground level with plinth of 45 cm x

3 5.00 cm (or 45 cm dia x 45 cm) high upper ground level with necessary curing and finishing in 809.01 No

approved manner.

( for 4 & 6 mtr pole)

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium

4 135.00 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe 153.52 Mtr.

of following size of cables (A) 4 core 16 Sq. mm

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing

Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner

pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm

with constant ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy duty cover.

(A)(approved make OEM has to submit test certificate including value of earth resistance of

installation duly stamped and signed by agency and officer Incharge has to ensure the value

of earthing resistane mentioned in test Certificate) & having back filling compound of (B)

Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-

2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted by Agency. (c) For Electrical Installation covering

Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive Computer

System(like Automation, SCADA) i.e independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

Providing and erecting Street Light pole bracket comprising main B Class GI pipe of

cm/require outside dia. complete with suitable B Class G.I. sleeve tubing of approx.

45cms.length and suitable for 76.5 mm /80mm / required size of pole top having sufficient

6 5.00 fasteners for fixing the brackets and having spread of 1.5.mtr. length with 110 deg.with 683.77 No

vertical plane & suitable welded stays, reducer and with check nuts complete painted with

one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with

following nos of arms. [A] Single Arm Bracket 1.5 Mtr

Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out

approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for

7 5.00 mounting mob & hinged doors as per requirement having locking arrangements with 414.10 No

mounting clamp with nuts, bolts & washers suitable for erection on pole with cable clamps&

earth bolt of following size of box.(B) 250mm x 200mm x 100mm [deep]

Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA

8 5.00 breaking capacity & confirms to IS : 8828 in existing box having following capacity (A) 6 to 32 278.76 No

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for

9 125.00 laying any size of cable or locating the fault all over the run and back filling the same and 357.54 Mtr

making the surface as normal ground.

Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised

10 5.00 iron pipe with coupling and buch buried in specially prepared earth pit complete with 368.65 No

necessary 8 SWG earth wire.

11 5.00 For using salt and charcoal / coke as required for pipe type earthing. 171.70 No

Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 KV grade to be

erected as directed of following size. (E) 3 core 2.5 Sq. mm

Providing & laying approved make Double walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same

material at required depth in existing trench for laying of cable. below ground / road

surface for enclosing cable (A)50 mm outer dia

Add 2.00% Contingency Rs.

Add 1.00% Quality Control Rs.

Grand Total Rs.

Grand Total Rs.

Say Total Amount

Say Total Amount

SB-2 (Providing and Installing Motor, Panel Board and Column Pipe for Viththalpura Waterworks)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Electric motor driven borewell submersible pump set confirming to IS 8034 and

1 1.00 motor confirming to IS 9283 working at 3 phase 400 / 440 volt 50 Hz AC supply & 96895.00 No.

2900 RPM. (43) SP2, 1700 LPM, 86.0 mt Head, 55 HP

2 1.00 Installation, Testing & Commissioning 32813.00 No

Auto transformer starter suitable for local & remote pump control application

consisting of Auto Transformer (vacuum impregnated, air cooled having three (3)

tappings at 50%, 65% and 80%), incomer MCCB / MPCB, overload relay and

contactors as per Type II coordination including digital MFM with RS

communication port, analogue type ammeter with selector switch, run hour meter,

required protective relays & control accessories. (f) A. T. S. from 61 to 70 HP

PVC insulated round submersible cable as per detailed technical specifications

conforming to IS 694, IEC 60227/60228.1 R x 3 C x 16.0 mm2

Providing and supplying ISI mark G. I pipes with Couplings of following class and

diameter including all taxes insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS -1239) (Not for well/tube well column pipe) 125 mm

Add 2% Contigency

SB-3 (Construction Work of R.C.C Road from Kheda Camp New Indiranagari Babubhai Bhulabhai Vadi House

to Narsinhbhai Devipujak House)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Box cutting the road surface to proper slop and chamber for making a base for

1 13.50 work including removing the excavated stuff and depositing on the road side slop 104.20 Cmt

as directed upto 50 mts. Lead

2 13.50 Carting For excavated Earth up 3.00 km lead 76.64 Cmt

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

3 7.00 broken stone aggregates 40 mm nominal size) and curing complete excluding cost 3005.76 Cmt

of formwork in (A) Foundation and Plinth

Providing and laying Nominal cement concrete M.200 (1:1.5:3) and curing

complete excluding the cost of formwork and reinforcement for reinforced

concrete work including prepairing sub base by Providing & Laying M.S. Side rail of

road thickness with necessry nut bolt plates, fixing as per width applaying plates

4 vibrator, electric or diesel on channel comp. with V.D. Systems (Trimix) by using the 4964.95 Cu.M

necessary equipments 7 material & Machinery, such as running screed vibrator on

prelaid M.S. channel for leveling vaccum pumps, floating & power trowling etc.

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending,

207.00 binding and placing in position complete upto floor two level

Making groove of 5mm wide and 50 mm Deep, Cleaning groove before filling

6 bitumen and filling bitumen with required sand on surface and cleaning site as 70.70 Rmt

13.50 directed by Engineer In Charge.

Add 2.00 % Contigency

SB-4 (Construction Work of R.C.C Road from Merinben House to Hanifbhai Madanbhai House Kheda Camp)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Box cutting the road surface to proper slop and chamber for making a base for

1 14.00 work including removing the excavated stuff and depositing on the road side slop 104.20 Cmt

as directed upto 50 mts. Lead

2 14.00 Carting For excavated Earth up 3.00 km lead 76.64 Cmt

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

3 7.00 broken stone aggregates 40 mm nominal size) and curing complete excluding cost 3005.76 Cmt

of formwork in (A) Foundation and Plinth

Providing and laying Nominal cement concrete M.200 (1:1.5:3) and curing

complete excluding the cost of formwork and reinforcement for reinforced

concrete work including prepairing sub base by Providing & Laying M.S. Side rail of

road thickness with necessry nut bolt plates, fixing as per width applaying plates

4 vibrator, electric or diesel on channel comp. with V.D. Systems (Trimix) by using the 4964.95 Cu.M

necessary equipments 7 material & Machinery, such as running screed vibrator on

prelaid M.S. channel for leveling vaccum pumps, floating & power trowling etc.

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending,

213.00 binding and placing in position complete upto floor two level

Making groove of 5mm wide and 50 mm Deep, Cleaning groove before filling

6 bitumen and filling bitumen with required sand on surface and cleaning site as 70.70 Rmt

14.00 directed by Engineer In Charge.

Add 2.00 % Contigency

SB-5 (Construction Work Of R.C.C Road Opp. Side Dudh Dairy to Vatrak River Near Kheda Hanumanji

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Box cutting the road surface to proper slope and camber for making a base for road

1 75.00 work including removing the excavated stuff and depositing on the road side slope 207.40 Cu.m

as directed upto 50Mt.lead.

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

3 37.50 broken stone aggregates 40 mmnominal size) and curing complete excluding cost 3005.76

of formwork in (A) Foundation and Plinth Cu.m

Providing and laying Nominal cement concrete M.200 (1:1.5:3) and curing

complete excluding the cost of formwork and reinforcement for reinforced

concrete work including prepairing sub base by Providing & Laying M.S. Side rail of

road thickness with necessry nut bolt plates, fixing as per width applaying plates

vibrator, electric or diesel on channel comp. with V.D. Systems (Trimix) by using the

necessary equipments 7 material & Machinery, such as running screed vibrator on

prelaid M.S. channel for leveling vaccum pumps, floating & power trowling etc.

compl & Supplying and spreading metalic hardner 3kg per Sq.mt in Tp surface of

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending,

937.50 binding and placing in position complete upto floor two level

Making groove of 5mm wide and 50 mm Deep, Cleaning groove before filling

6 bitumen and filling bitumen with required sand on surface and cleaning site as 70.70 Rmt

60.00 directed by Engineer In Charge.

Add 2.00 % Contigency

SB-6 (Providing and Laying Paverblock from N.H.08 Highway to Satkodha Paryatak Place)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable

1 287.00 materilas and disposal of unserviceable materials with all lead and lift. 46.77 Smt

Box cutting the road surface to proper slope and camber for making a base for road

2 43.50 work including removing the excavated stuff and depositing on the road side slope 207.40 Cmt

as directed upto 50Mt.lead.

3 43.50 Carting For excavated Earth up 3.00 km lead 76.64 Cmt

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

4 43.50 broken stone aggregates 40 mm nominal size) and curing complete excluding cost 3005.76 Cmt

of formwork in (A) Foundation and Plinth

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length, 30cm height and 15cm thick of M200 grade concret as per

6 164.00 approved design and including excavation for fixing in proper line and level,filling 384.96 Rmt

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Add 2.00 % Contigency

SB-7 (Providing and Laying Paverblock in Shantinagar Waterworks)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Box cutting the road surface to proper slope and camber for making a base for road

1 46.00 work including removing the excavated stuff and depositing on the road side slope 207.40 Cmt

as directed upto 50Mt.lead.

2 46.00 Carting For excavated Earth up 3.00 km lead 76.64 Cmt

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

3 23.00 broken stone aggregates 40 mm nominal size) and curing complete excluding cost 3005.76 Cmt

of formwork in (A) Foundation and Plinth

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 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

a 1.00 Frame suitable for 50cm opening of MH 1289.15 No

b 1.00 Cover suitable for 50cm opening of MH 1348.95 No

Add 2.00 % Contigency

SB-8 (Construction Work of Drainage Line from Kheda Camp New Indiranagari Babubhai Bhulabhai Vadi

House to Narsinhbhai Devipujak House)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring and struting if required as per required gradient and line including

1 70.00 safety provisions using site rails and stacking excavated stuff including up to all 102.35 Cmt

required lead cleaning the site etc. complete for all lifts and strata as specified.(A)

In all sorts of soil and soft murrum 1.A.1 Upto 1.50 mt depth

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp.

2 2.50 to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. 4211.30

consolidation curing etc. complete. Cu.m

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

3 61.50 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39

disposited layer by ramming and watering. Cu.m

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 charges,

octroi, inspection charges, loading, unloading, conveyance to departmental stores,

4 25.00 stacking etc. complete. (IS - 458/ 1989 (Class NP3 Test Pressure 0.7 Kg/sq.cm 479.55 Rmt

200mm Dia.) Note : One collar should be supplied 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.

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 (NP-3 225mm Dia. Pipe)

Providing and supplying ISI marked only Standard length Stoneware pipes in

standard lengths of following class and diameter including all taxes, insurance,

6 15.00 transportation, freight charges, octroi, inspection charges, loading, unloading, 183.83 Rmt

conveyance to departmental stores, stacking etc. complete. (IS - 651 / 1989)11.2

Lowering, laying and jointing Stone Ware pipes of following diameters with cement

joints in C. M. 1:1 proportion in proper position, grade and alignment at all level as

directed by Engineer-in-charge including conveyance from stores to site of work,

Jointing material etc. comp.

Providing and constructing Sewer manholes, scraper manholes and unit house

connection chamber, as per the type design in brick masonry in C. M. 1:5 and inside

and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

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

8 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) over scraper manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations in the type design complete as per

latest CPHEEO manual. (excl. excavation).

(A) Manhole type "A" Circular type having inside diameter of 1200 mm for depth

upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

1 1.00 1). Manhole type "A" as above but upto 1.0 M depth. 14005.85 No

2). Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole above.

Providing and constructing rectangular brick masonry chamber for house

connection as per type design in brick masonry in C. M. 1:3 including M-100 in

9 3.00 foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering 1188.30 No

in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame and covers, but

Excl. supply of manhole and cover etc. complete excl. excavation.

Restoration : Restoration of Infrastructure like Kharkuva, electric line, water supply

line, telephone cables all type, gas line, septic tank etc

(i) 1.00 up to 1.50 m depth 2418.85 No

(ii) 1.00 up to 3.00 m depth 2553.75 No

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

10.4.A Heavy duty

1 1.00 Frame suitable for 50cm opening of MH 1289.15 No

2 1.00 Cover suitable for 50cm opening of MH 1348.95 No

10.4.C House Connection Chamber light duty

Add 2.00 % Contigency

SB-9 (Construction Work of Drainage Line from Merinben House to Hanifbhai Madan House Kheda Camp)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring and struting if required as per required gradient and line including

1 70.00 safety provisions using site rails and stacking excavated stuff including up to all 102.35 Cmt

required lead cleaning the site etc. complete for all lifts and strata as specified.(A)

In all sorts of soil and soft murrum 1.A.1 Upto 1.50 mt depth

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp.

2 2.50 to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. 4211.30

consolidation curing etc. complete. Cu.m

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

3 61.50 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39

disposited layer by ramming and watering. Cu.m

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 charges,

octroi, inspection charges, loading, unloading, conveyance to departmental stores,

4 25.00 stacking etc. complete. (IS - 458/ 1989 (Class NP3 Test Pressure 0.7 Kg/sq.cm 479.55 Rmt

200mm Dia.) Note : One collar should be supplied 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.

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 (NP-3 225mm Dia. Pipe)

Providing and supplying ISI marked only Standard length Stoneware pipes in

standard lengths of following class and diameter including all taxes, insurance,

6 15.00 transportation, freight charges, octroi, inspection charges, loading, unloading, 183.83 Rmt

conveyance to departmental stores, stacking etc. complete. (IS - 651 / 1989)11.2

Lowering, laying and jointing Stone Ware pipes of following diameters with cement

joints in C. M. 1:1 proportion in proper position, grade and alignment at all level as

directed by Engineer-in-charge including conveyance from stores to site of work,

Jointing material etc. comp.

Providing and constructing Sewer manholes, scraper manholes and unit house

connection chamber, as per the type design in brick masonry in C. M. 1:5 and inside

and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

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

8 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) over scraper manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations in the type design complete as per

latest CPHEEO manual. (excl. excavation).

(A) Manhole type "A" Circular type having inside diameter of 1200 mm for depth

upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

1 1.00 1). Manhole type "A" as above but upto 1.0 M depth. 14005.85 No

2). Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole above.

Providing and constructing rectangular brick masonry chamber for house

connection as per type design in brick masonry in C. M. 1:3 including M-100 in

9 3.00 foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering 1188.30 No

in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame and covers, but

Excl. supply of manhole and cover etc. complete excl. excavation.

Restoration : Restoration of Infrastructure like Kharkuva, electric line, water supply

line, telephone cables all type, gas line, septic tank etc

(i) 1.00 up to 1.50 m depth 2418.85 No

(ii) 1.00 up to 3.00 m depth 2553.75 No

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

10.4.A Heavy duty

1 1.00 Frame suitable for 50cm opening of MH 1289.15 No

2 1.00 Cover suitable for 50cm opening of MH 1348.95 No

10.4.C House Connection Chamber light duty

Add 2.00 % Contigency

SB-10 (Construction Work of Drainage Line from Lakdna pitha to Satishbhai Sengal house)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring and struting if required as per required gradient and line including

1 safety provisions using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and strata as specified.(A)

In all sorts of soil and soft murrum

185.00 1.A.1 Upto 1.50 mt depth 102.35 Cmt

48.00 1.A.2 1.50 mt to 3.00 mt depth 112.70 Cmt

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp.

2 11.50 to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. 4211.30

consolidation curing etc. complete. Cu.m

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

3 199.50 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39

disposited layer by ramming and watering. Cu.m

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 charges,

octroi, inspection charges, loading, unloading, conveyance to departmental stores,

4 75.00 stacking etc. complete. (IS - 458/ 1989 (Class NP3 Test Pressure 0.7 Kg/sq.cm 479.55 Rmt

200mm Dia.) Note : One collar should be supplied 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.

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 (NP-3 225mm Dia. Pipe)

Providing and supplying ISI marked only Standard length Stoneware pipes in

standard lengths of following class and diameter including all taxes, insurance,

6 transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. (IS - 651 / 1989)11.2

Lowering, laying and jointing Stone Ware pipes of following diameters with cement

joints in C. M. 1:1 proportion in proper position, grade and alignment at all level as

directed by Engineer-in-charge including conveyance from stores to site of work,

Jointing material etc. comp.

Providing and constructing Sewer manholes, scraper manholes and unit house

connection chamber, as per the type design in brick masonry in C. M. 1:5 and inside

and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

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

8 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) over scraper manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations in the type design complete as per

latest CPHEEO manual. (excl. excavation).

(A) Manhole type "A" Circular type having inside diameter of 1200 mm for depth

upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

1 5.00 1). Manhole type "A" as above but upto 1.0 M depth. 14005.85 No

2). Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole above.

(B) Manhole type "B" circular type having inside diameter of minimum 1500 mm

and for depth from 1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers)

1 4.00 1). Manhole type "B" as above but upto 1.5 M depth. 24283.40 No

2). Extra depth beyond 1.5 M but upto 4.00 M depth for "B" type manhole above.

Providing and constructing rectangular brick masonry chamber for house

connection as per type design in brick masonry in C. M. 1:3 including M-100 in

9 12.00 foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering 1188.30 No

in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame and covers, but

Excl. supply of manhole and cover etc. complete excl. excavation.

Restoration : Restoration of Infrastructure like Kharkuva, electric line, water supply

line, telephone cables all type, gas line, septic tank etc

(i) 3.00 up to 1.50 m depth 2418.85 No

(ii) 3.00 up to 3.00 m depth 2553.75 No

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

10.4.A Heavy duty

1 4.00 Frame suitable for 50cm opening of MH 1289.15 No

2 4.00 Cover suitable for 50cm opening of MH 1348.95 No

10.4.C House Connection Chamber light duty

Add 2.00 % Contigency