BID DOCUMENT FOR CONSTRUCTION OF CC ROAD AT KOTHARIVAS TO LAL HATDI, NAVAPURA TO VEGETABLE MARKET, BAMBA GATE TO VAGETABLE MARKET AND NANDLAL NI CHALI TO DALUKUND MAHADEV UNDER UDP-88 FOR KADI NAGARPALIKA. TA.KADI, DISTRICT.MAHESANA

SCHEDULE -B ABSTRACT SHEET

Schedule No. Description of Work Amount Put to Tender

Schedule B1 Construction Work of R.C.C. Road from Kotharivas to Lal Hatdi, At kadi. Dist: Mehsana

Schedule B2 Construction Work of R.C.C. Road from Navapura to Vegetable market, At kadi. Dist: Mehsana

Construction Work of R.C.C. Road from Bamba Gate to Vagetable Market, At kadi. Dist:

Construction Work of R.C.C. Road from Nandlal ni Chali to Dalukund Mahadev, At kadi. Dist:

Total Tender Cost in (Rs.)

Say Tender Cost in (Rs.)

Estimated Amount

Rs………………….. Sub total amount put to the

Rs………………….. Sub total amount put to the

Sub total amount put to the tender

Sub total amount put to the tender

Deduct…………. % below Add…………. % above

Total-A In words …………………………………………………..

All work shall be carried out as per public works department hand book

Note-1 and other specifications as per tender or as directed by Engineer in

Rates quoted include clearance of site (Prior commencement of work and

Note-2 at its close) in all respects and hold good for work under all conditions,

site, moisture, weather etc.

Signature of Contractor with Stamp

Kadi Nagarpalika

BID DOCUMENT FOR CONSTRUCTION OF CC ROAD AT KOTHARIVAS TO LAL HATDI, NAVAPURA TO VEGETABLE MARKET, BAMBA GATE TO VAGETABLE MARKET AND NANDLAL NI CHALI TO DALUKUND

MAHADEV UNDER UDP-88 FOR KADI NAGARPALIKA. TA.KADI, DISTRICT.MAHESANA

Construction Work of R.C.C. Road from Kotharivas to Lal Hatdi, At kadi. Dist: Mehsana

Sr. No. Description TOTAL QTY Unit Total Rate Rates in Words Amount

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to

Rupees Eighty Four Thousand Two Hundred Fifty Six and

1 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(A) By manual means in area of 0.16 Hectare 84256.67

Sixty Seven Paise Only

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. Rupees One Thousand Eighty One and Eighty Three Paise

(i) R.C.C. work Only

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

3 240.90 Cum 109.05 Rupees One Hundred Nine and Five Paise Only

excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off Rupees One Hundred Twenty Two and Ninety Nine Paise

the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Only

Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method(Construction of granular sub-base

by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work Rupees One Thousand Eight Hundred Sixteen and Ninety

site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to Nine Paise Only

achieve the desired density, complete as per MoRTH clause

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 Rupees Two Thousand Nine Hundred Sixty Eight and

mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth Ninety One Paise Only

Providing & Laying 15.00 cm thick M200 grade concrete trimix using P21(water reducing concrete admixture at

ml per bag of cement & recon 3 s fiber at 125 gm per bag of cement including making C channel 75 x 75 mm

Rupees Six Thousand One Hundred Twenty and Sixty

7 required to maintain level,slope and thickness of the concrete road leveling of placed concrete with surface vibrator 231.00 Cum 6120.60

and finishing with power floater & trowel light brooming the surface & including cutting (Not More than Area of 3m

x 2m) & filling of expansion joint with Asphalt as directed by Engineer in charge.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position

8 4320.87 Kg 77.29 Rupees Seventy Seven and Twenty Nine Paise Only

complete upto floor two level.

Renovation of manhole

Renovation of manhole by increasing the height at top including cost of excavation, refitting of C. I. manhole frame

Rupees Three Thousand Eight Hundred Eighty and Ten

9 and cover curing etc. complete incl. all carting and providing of materials which is required for the purpose (except 8.00 No. 3880.10

manhole frame and cover) For all type manhole by providing RCC 1:2:4 Partition walls with required reinforcement

25 cm thick and circular opening with 500mm clear dia and 0.40 mt. av. ht.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding Rupees One Hundred Thirty Six and Ninety Two Paise

20 cm. in depth consolidating each disposited layer by ramming and watering. Only

Rupees One Hundred Twenty Nine and Twenty Eight

11 Add Extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m 192.00 Cu.m 129.28

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of

Rupees Six Hundred Seventy Seven and Ninety Paise

12 the following internal diameter with collars and butt ends prepared for collar joints including testing of joints 28.00 Rmt 677.90

complete.(D) 300mm

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions

total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top

Rupees Three Thousand Nine Hundred Twenty Five and

13 slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 8.00 Each 3925.87

Eighty Seven Paise Only

inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and 1mm deep for pipe line with one or two

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.

14 7.00 No. 1121.00 Rupees One Thousand One Hundred Twenty One Only

Angles or Flat, curing mold work etc.

Heavy Duty Frame Suitable for 50 Cm oprning og MH

14.1 Cover Suitable for 50 Cm oprning og MH 7.00 No. 1173.00 Rupees One Thousand One Hundred Seventy Three Only

14.2 House Connection Chamber Light Duty Frame 11.00 No. 813.00 Rupees Eight Hundred Thirteen Only

14.3 House Connection Chamber Light Duty Cover 11.00 No. 920.00 Rupees Nine Hundred Twenty Only

Total Tender Cost in (Rs)

Contractor's Signature With Stamp Chief Officer

Kadi Nagarpalika

BID DOCUMENT FOR CONSTRUCTION OF CC ROAD AT KOTHARIVAS TO LAL HATDI, NAVAPURA TO VEGETABLE MARKET, BAMBA GATE TO VAGETABLE MARKET AND NANDLAL NI CHALI TO DALUKUND

MAHADEV UNDER UDP-88 FOR KADI NAGARPALIKA. TA.KADI, DISTRICT.MAHESANA

Construction Work of R.C.C. Road from Navapura to Vegetable market, At kadi. Dist: Mehsana

Sr. No. Description TOTAL QTY Unit Total Rate Rates in Words Amount

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth

Rupees Eighty Four Thousand Two Hundred Fifty Six and

1 up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(A) By manual means 0.19 Hectare 84256.67

in area of light jungle

Sixty Seven Paise Only

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and Rupees One Thousand Eighty One and Eighty Three Paise

lift. (i) R.C.C. work Only

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

3 288.75 Cum 109.05 Rupees One Hundred Nine and Five Paise Only

excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing Rupees One Hundred Twenty Two and Ninety Nine Paise

off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Only

Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method(Construction of granular sub-

base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to Rupees One Thousand Eight Hundred Sixteen and Ninety

work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Nine Paise Only

power roller to achieve the desired density, complete as per MoRTH clause

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 Rupees Two Thousand Nine Hundred Sixty Eight and

mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth Ninety One Paise Only

Providing & Laying 15.00 cm thick M200 grade concrete trimix using P21(water reducing concrete admixture at

100 ml per bag of cement & recon 3 s fiber at 125 gm per bag of cement including making C channel 75 x 75 mm

Rupees Six Thousand One Hundred Twenty and Sixty

7 required to maintain level,slope and thickness of the concrete road leveling of placed concrete with surface 273.00 Cum 6120.60

vibrator and finishing with power floater & trowel light brooming the surface & including cutting (Not More than

Area of 3m x 2m) & filling of expansion joint with Asphalt as directed by Engineer in charge.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position

8 5129.80 Kg 77.29 Rupees Seventy Seven and Twenty Nine Paise Only

complete upto floor two level.

Renovation of manhole

Renovation of manhole by increasing the height at top including cost of excavation, refitting of C. I. manhole

Rupees Three Thousand Eight Hundred Eighty and Ten

9 frame and cover curing etc. complete incl. all carting and providing of materials which is required for the purpose 8.00 No. 3880.10

(except manhole frame and cover) For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25 cm thick and circular opening with 500mm clear dia and 0.40 mt. av. ht.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not

10 58.00 Cu.m 136.92 Rupees One Hundred Thirty Six and Ninety Two Paise Only

exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Rupees One Hundred Twenty Nine and Twenty Eight Paise

11 Add Extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m 232.00 Cu.m 129.28

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2

12 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints 36.40 Rmt 677.90 Rupees Six Hundred Seventy Seven and Ninety Paise Only

complete.(D) 300mm

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame

Rupees Three Thousand Nine Hundred Twenty Five and

13 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size) 14.00 Each 3925.87

Eighty Seven Paise Only

foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat

of neat cement on walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and 1mm deep

for pipe line with one or two inlets.

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.

14 12.00 No. 1121.00 Rupees One Thousand One Hundred Twenty One Only

Angles or Flat, curing mold work etc.

Heavy Duty Frame Suitable for 50 Cm oprning og MH

14.1 Cover Suitable for 50 Cm oprning og MH 12.00 No. 1173.00 Rupees One Thousand One Hundred Seventy Three Only

14.2 House Connection Chamber Light Duty Frame 18.00 No. 813.00 Rupees Eight Hundred Thirteen Only

14.3 House Connection Chamber Light Duty Cover 18.00 No. 920.00 Rupees Nine Hundred Twenty Only

Total Tender Cost in (Rs)

Contractor's Signature With Stamp Chief Officer

Kadi Nagarpalika

BID DOCUMENT FOR CONSTRUCTION OF CC ROAD AT KOTHARIVAS TO LAL HATDI, NAVAPURA TO VEGETABLE MARKET, BAMBA GATE TO VAGETABLE MARKET AND NANDLAL NI CHALI TO DALUKUND

MAHADEV UNDER UDP-88 FOR KADI NAGARPALIKA. TA.KADI, DISTRICT.MAHESANA

Construction Work of R.C.C. Road from Bamba Gate to Vagetable Market, At kadi. Dist: Mehsana

Sr. No. Description TOTAL QTY Unit Total Rate Rates in Words Amount

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees

Rupees Eighty Four Thousand Two Hundred Fifty Six and

1 girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(A) By 0.150 Hectare 84256.67

Sixty Seven Paise Only

manual means in area of light jungle

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead Rupees One Thousand Eighty One and Eighty Three Paise

and lift. (i) R.C.C. work Only

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

3 228.98 Cum 109.05 Rupees One Hundred Nine and Five Paise Only

the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and Rupees One Hundred Twenty Two and Ninety Nine Paise

disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Only

Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method(Construction of granular

sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Rupees One Thousand Eight Hundred Sixteen and Ninety

Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with Nine Paise Only

vibratory power roller to achieve the desired density, complete as per MoRTH clause

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 Rupees Two Thousand Nine Hundred Sixty Eight and

mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth Ninety One Paise Only

Providing & Laying 15.00 cm thick M200 grade concrete trimix using P21(water reducing concrete admixture

at 100 ml per bag of cement & recon 3 s fiber at 125 gm per bag of cement including making C channel 75 x

Rupees Six Thousand One Hundred Twenty and Sixty

7 75 mm required to maintain level,slope and thickness of the concrete road leveling of placed concrete with 213.00 Cum 6120.60

surface vibrator and finishing with power floater & trowel light brooming the surface & including cutting

(Not More than Area of 3m x 2m) & filling of expansion joint with Asphalt as directed by Engineer in charge.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in

8 4025.56 Kg 77.29 Rupees Seventy Seven and Twenty Nine Paise Only

position complete upto floor two level.

Renovation of manhole

Renovation of manhole by increasing the height at top including cost of excavation, refitting of C. I. manhole

Rupees Three Thousand Eight Hundred Eighty and Ten

9 frame and cover curing etc. complete incl. all carting and providing of materials which is required for the 12.00 No. 3880.10

purpose (except manhole frame and cover) For all type manhole by providing RCC 1:2:4 Partition walls with

required reinforcement 25 cm thick and circular opening with 500mm clear dia and 0.40 mt. av. ht.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not

10 46.00 Cu.m 136.92 Rupees One Hundred Thirty Six and Ninety Two Paise Only

exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Rupees One Hundred Twenty Nine and Twenty Eight Paise

11 Add Extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m 184.00 Cu.m 129.28

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class

12 NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing 28.00 Rmt 677.90 Rupees Six Hundred Seventy Seven and Ninety Paise Only

of joints complete.(D) 300mm

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

Rupees Three Thousand Nine Hundred Twenty Five and

13 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm 14.00 Each 3925.87

Eighty Seven Paise Only

size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm

and 1mm deep for pipe line with one or two inlets.

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

14 12.00 No. 1121.00 Rupees One Thousand One Hundred Twenty One Only

reinforcement M.S. Angles or Flat, curing mold work etc.

Heavy Duty Frame Suitable for 50 Cm oprning og MH

14.1 Cover Suitable for 50 Cm oprning og MH 12.00 No. 1173.00 Rupees One Thousand One Hundred Seventy Three Only

14.2 House Connection Chamber Light Duty Frame 18.00 No. 813.00 Rupees Eight Hundred Thirteen Only

14.3 House Connection Chamber Light Duty Cover 18.00 No. 920.00 Rupees Nine Hundred Twenty Only

Total Tender Cost in (Rs)

Sub total amount put to the tender

Sub total amount put to the tender

Contractor's Signature With Stamp Chief Officer

Kadi Nagarpalika

BID DOCUMENT FOR CONSTRUCTION OF CC ROAD AT KOTHARIVAS TO LAL HATDI, NAVAPURA TO VEGETABLE MARKET, BAMBA GATE TO VAGETABLE MARKET AND NANDLAL NI CHALI TO DALUKUND

MAHADEV UNDER UDP-88 FOR KADI NAGARPALIKA. TA.KADI, DISTRICT.MAHESANA

Construction Work of R.C.C. Road from Nandlal ni Chali to Dalukund Mahadev, At kadi. Dist: Mehsana

Sr. No. Description TOTAL QTY Unit Total Rate Rates in Words Amount

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth

Rupees Eighty Four Thousand Two Hundred Fifty Six and

1 up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(A) By manual 0.180 Hectare 84256.67

Sixty Seven Paise Only

means in area of light jungle

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and Rupees One Thousand Eighty One and Eighty Three Paise

lift. (i) R.C.C. work Only

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

3 274.05 Cum 109.05 Rupees One Hundred Nine and Five Paise Only

excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing Rupees One Hundred Twenty Two and Ninety Nine Paise

off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Only

Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method(Construction of granular sub-

base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material Rupees One Thousand Eight Hundred Sixteen and Ninety

to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Nine Paise Only

power roller to achieve the desired density, complete as per MoRTH clause

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 Rupees Two Thousand Nine Hundred Sixty Eight and

mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth Ninety One Paise Only

Providing & Laying 15.00 cm thick M200 grade concrete trimix using P21(water reducing concrete admixture at

100 ml per bag of cement & recon 3 s fiber at 125 gm per bag of cement including making C channel 75 x

Rupees Six Thousand One Hundred Twenty and Sixty

7 mm required to maintain level,slope and thickness of the concrete road leveling of placed concrete with surface 261.00 Cum 6120.60

vibrator and finishing with power floater & trowel light brooming the surface & including cutting (Not More

than Area of 3m x 2m) & filling of expansion joint with Asphalt as directed by Engineer in charge.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position

8 5039.87 Kg 77.29 Rupees Seventy Seven and Twenty Nine Paise Only

complete upto floor two level.

Renovation of manhole

Renovation of manhole by increasing the height at top including cost of excavation, refitting of C. I. manhole

Rupees Three Thousand Eight Hundred Eighty and Ten

9 frame and cover curing etc. complete incl. all carting and providing of materials which is required for the 10.00 No. 3880.10

purpose (except manhole frame and cover) For all type manhole by providing RCC 1:2:4 Partition walls with

required reinforcement 25 cm thick and circular opening with 500mm clear dia and 0.40 mt. av. ht.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not

10 55.00 Cu.m 136.92 Rupees One Hundred Thirty Six and Ninety Two Paise Only

exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Rupees One Hundred Twenty Nine and Twenty Eight Paise

11 Add Extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m 220.00 Cu.m 129.28

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class

12 NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of 36.00 Rmt 677.90 Rupees Six Hundred Seventy Seven and Ninety Paise Only

joints complete.(D) 300mm

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

Rupees Three Thousand Nine Hundred Twenty Five and

13 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size) 12.00 Each 3925.87

Eighty Seven Paise Only

foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and 1mm

deep for pipe line with one or two inlets.

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

14 10.00 No. 1121.00 Rupees One Thousand One Hundred Twenty One Only

reinforcement M.S. Angles or Flat, curing mold work etc.

Heavy Duty Frame Suitable for 50 Cm oprning og MH

14.1 Cover Suitable for 50 Cm oprning og MH 10.00 No. 1173.00 Rupees One Thousand One Hundred Seventy Three Only

14.2 House Connection Chamber Light Duty Frame 15.00 No. 813.00 Rupees Eight Hundred Thirteen Only

14.3 House Connection Chamber Light Duty Cover 15.00 No. 920.00 Rupees Nine Hundred Twenty Only

Total Tender Cost in (Rs)

Contractor's Signature With Stamp Chief Officer

Kadi Nagarpalika