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Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
31 Jan 2026, 6:00 pmClosed
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
263555
1334/4/2025-26
Open
Civil Works
Mehsana
9 documents required · 9 mandatory
₹4,248
Chief officer Kadi nagarpalika
₹1.6 L
9 Jan 2026
9 Jan 2026
9 Jan 2026
31 Jan 2026
9 Jan 2026
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
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details.html
RAW_HTML
00 TITLE Page.pdf
01. Tender Notice.pdf
02 Technical Bid (1).pdf
03. Form B1..pdf
04. VOL II GCC.pdf
05.Instructions to the Bidders..pdf
06.R and B GR.pdf
08.Finance Dept GR.pdf
06 MORTH Specification Book.pdf
08 Road Specification.pdf
09 Test Require For Construction Material.pdf
15. Price bid.pdf
16.Schedule B CC Road .pdf
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